% ■%. \>i'. / GovernmedE' Publication^ L.<(:t^Vyy(jL.^t:Z.^--^-^^ vv^ X u ^.ona Riding, to Dec. 10. 1912.. 44(2ar) Return re dismissal of all public offi- cers by present Govt, in Saltcoats Riding, to Dec. 10, 1912 44(22/) Return re dismissal of all public offi- cers by present Govt, in Co. of Champlain since Oct. 15, 1911, to April, 1913 44(2«) Return re dismissal of all public offi- cers by present Govt, in Co. of Cumberland, N.S., since Oct. 11, 1911, to March 3. 1913 44 (3a) Return re dismissal of all public offi- cers by present Govt, in Co. of Westmorland. N.B., since Oct. 1911, to Eel). 3, 1913 44(36) Return re dismissal of all public offi- cers by present Govt, in Co. of Annapolis, N.S., since Oot, 1911, to Mar. 3, 1913 44 (3e) 4-5 Geome V. Alphabetical Index to Sessional Papers. A. 1914 Return re dismissal of all public offi- cers by present Govt, -in Co. of Nlcolet, since Oct., 1911, to April 28, 1913 44(3d) Return re dismissal of all public offi- cers in constituency of Victoria, Alta., to 29th Jan., 1913, &c. . .. 44(3e) Return re dismissal of all public offi- cers by present f'ovt. in Co. of Shelburne and Queens, N.S.. .. 44(3/) Return re number of Postmasters dismissed in County of Antigon- ish, N.S 44(3'7) Return re. dismissal of Dr. Freeman O'Neill, Port Physician, Louis- burg, C.B., N.S 44(3/1) Return re dismissal from public offi- ces by present Govt, in County of Digby, N.S., since Oct. 11, 1911, to Mar. 3, 1913 44 (3i) Return re dismissals from public offices by pr-s^nt Govt, in Co of Queens-Shelburne, N.S., since Oct. 11, 1911, to (late 41(3.)) Return re dismissals from public offices by present Govt, in city of Quebec, Dept. of Rys. and Canals and others 44(3fc> Return re dismissals from public offices by present Govt, in Co. of L/'Assomption, Que., &c 44(30 Return re dismissals from public offices by present Govt, from each Dept., names, P.O. address, since Oct. 11, 1911 44(3»i) Return re dismissals from public offices by present Govt, in Co. of Digbv, N.S., since Oct. 11, 1911, to Mar. 3, 1913 44 (3m) Return re dismissal of Phileas Ha- bel, Lightkeeper, St. Louis de Lot- binere, Co. of Lotbiniere, Que... 44(30) Return re dismissal of Fishery Over- seer Migneault at Seven Islands, and appt. of Elzear Levesque .. 44 (3p) Return re dismissals from public offices by present Govt, in Co. of Maskinong^ since Oct. 11, 1911, to April 28, 1913 44(3<7) Return re dismissals from public offices by present Govt, in Co. of Kings, N.S., since Oct. 11, 1911. to Mar.. 1913 44(3'-) Return re dismissals from public offices by present Govt, in Co. of Colchester, N.S., since Oct. 11, 1911, to Mar. 3, 1913 44(3s) Return re dismissals from public offices by present Govt, in Co. of Hants. N.S., since Oct. 11. 1911, to Mar. 3. 1913 44(30 Return re dismissal of Miss Eugenie Dorion from oflice of P. O. Inspec- tor, Quebec, &c 44(3") Return re dismissal of Jas. R. Laing, Postmaster. Liscombe, N.S., &c. 44 (3v) Return re dismissal of A. L. Des^ve, Officer in charge of Fish Hatch- ery, Magog, Que.. &c 44(3to) Return re dismissal of Jas. T. Rich- ardson, Sub-Collector of Customs, Humboldt, Sask 44(3a:) Return re dismissals from public offices in constituency of Regina, names, &c., to Dec. 10, 1912.. .. 44 (3y) D Return re dismissal of Mr. Hicks from Customs Service, Bridge- town, N.S., &c 44(3^) Return re dismissal of Ralph Har- ris, Sub-Collector of Customs at Pelee Island, Ont 44(4a) Return re dismissal of Aylmer Orton, Customs Officer at Windsor, Ont. 44 (4b) Return re dismissal of Fredk. Fors- ter, Sub-Collector of Customs, Kingsville, Ont 44(4c) Return re dismissal of Andrew Dar- ragh, Iminigration Officer at Windsor, Ont., &c 44(4n) Return re dismissal of D. Dishaw. employee of Marine Shipyard at Prcscott, Ont 44 (4n) Return re dismissal of A. Michael Russell. caretaker drill hall, Windsor N.S 44(40) Return re dismissal of Mr. A. Goyette, Postmaster at St. Vale- rien de Milton, Shefford, Que., &c. 44 (4p) Return relating to investigation re charges against P. D. Bourdage, Lightkeeper, Bonaventure Point, Que., &c 44(4Qf) Return relating to investigation re charges against Louis Bujold, Lightkeeper, Carleton Pt., by W. S. Montgomery and others 44 (4r) Return re dismissal of Mr. Shinbine. Caretaker Immigration Hall, Ed- monton, &c 44(4s) Return re dismissal of Mr. Webster, Immigration Agent at Edmonton, &c 44(40 Return re dismissal of Jacob Mohr, Inten^reter at Immigration Agency, Edmonton 44(4u) Return re dismissal of P. Tompkins, Dominion Lands Agent at Gir- ouard, &c., also name of succes- sor 44(4V) 4-5 Geome V. Alphabetical Index to Setaioual Papers. A. 1914 D Return re dismissals of Inland Rev- enue Dept., Bonaventure Co., since Jan. 1, 1913, to Feb. 3, 1914, also appointments 44(4mj) Return re dismissal of Mr. Arthur Diipuis. Postmaster at Pontbriand, Megantic Co., &c 44(4x) Return re dismissal of Jos. Serguis Archambault, Postmaster of Town of Terrebonne, also appt. of suc- cessor 44(42/) Return re dismissal of Martin Lani- gan. Postmaster, Sexton, Co. of Kent, N.B., minutes of evidence re 44(4r) Return re dismissal of Felix Ray- mond, Postmaster, Ste. Scholas- tique Village, Que 44 Return re Sub-Lands Agency at Gravelbourg, Saskatchewan .. .. 44 (">{') Return re dismissal of all public offi- cials by present Govt, in Co. of Kings, N.S., &c 44(5<:') Return re dismissal of Postmaster at Ainslie Green, Inverness Co., N.S., and appt. of successor.. .. 44(5d) Return re appointment of a Post- master at Upper Ohio, Shelbume Co., N.S., &c 44 (oc) Return re dismissal of .los. H. Le- febvre. Postmaster, Howick Sta- tion, Chateauguay Co 44(.5/) Return re dismissal of Postmaster at Alexander, Inverness Co., and appt. of successor, &c 4o(P) Return re dismissal of N. H. Mc- Leod, N. East Margaree, N.S., offi- cial of Geological Survey, &c. .. 44(5^1) Return re dismissal of M. Barry from Marine Dept. at Prescott, Ont 44 (5i) Return re dismissal of W. Granton, Marine Dept. at Prescott, Ont. .. 44 (5j) Return re dismissal of Postmaster at Fletwode, Sask., also changing of said P.0 44(5fc) Return re dismissal of all Postmast- ers and Postmistresses in th^ Co. of Westmorland, N.B., since Feb. 1, 1913, to Feb. 1, 1914, &c. . .. 44(50 Return re dismissal of Postmaster of St. Henri de Lauzon, County of LSvis, &c 44(5iH) Return re dismissal of Geo. Skates, I'ostmaster at Appin, Ont., &c. . 44(5«) Return re dismissal of Geo. J. Ryan and Chas. Hamlin, Canadian Cus- toms Service, Newport, Vermont, U.S 44(50) Return re dismissal of J. Shaver, employee of Marine Shipyard, Prescott, Ont 44 (5p) Return re dismissal of R. Lunay, employee of Marine Shipyard, Prescott, Ont 44 (5q) Return re dismissal of J. Slattery, employee of Marine Shipyard, Prescott, Ont 44(5r> Return re dismissal of J. Walsh, employee of Marine Shipyard, Prescott, Ont 44(5.S) Return re dismissal of W. Gerts, employee of Marine Shipyard, Prescott, Ont 44(r,n D Return re dismissal of D. Boivard, employee of Marine Shipyard, Prescott, Ont 44(5u) Iveturn re dismissal of G. Scott, em- ployee of iSIarine Shipyard, Pres- cott, Ont 44 (5v) lietuin re dismissal of J. Offspring, employee of Marine Shipyard, Prescott, Ont ^. 44(5tt?) Return re dismissal of J. Hayes, em- ployee of Marine Shipyard, Pres- cott, Ont 44(5a:) Retui-n re dismissal of P. Belanger, employee of Marine Shipyard, Prescott, Ont 44(52/) Return re dismissal of L. Place, em- ployee of Marine Shipyard, Pres- cott, Ont 44(5«) Return re dismissal of C. Kavanagh, employee of Marine Shipyard, Prescott, Ont 44 (6a) Retui-n re dismissal of J. Roche, employee of jNIarine Shipyard, Prescott, Ont 44(6V) Return re dismissal of J. Mclnnis, employee of IMarine Shipyard, I'rescott, Ont 44(6c Itetiirn re dismissal of E. Scott, em- ployee of Marine Shipyard, Pres- cott, Ont 44(6rf) Ueliirn re dismissal of C. Wright, employee of Marine Shipyard, Prescott. Ont 44(6e) Return re dismissal of L. Lalonde, employee of Marine Shipyard, Prescott, Ont 44(6/) Return re dismissal of H. Birks, em- ployee of Marine Shipyard, Pres- cott, Ont 44(6(7) Return re dismissal of W. Jarvis, employee of Marine Shipyard, Prescott, Ont 44(6/») Return re dismissal of J. McDermott, employee of Marine Shipyard, Prescott, Ont .". .. 44(6t) Return re dismissal of Geo. D Brown, Lightkeeper, Prescott De- pot. Ont., &c 44(6;") Return re dismissal of J. Lane, em- ployee Marine Shipyard, Prescott, Ont 44(6fc) Return re dismissal of D. Perrin, em- ployee Marine Shipyard, Prescott, Ont 44(60 Return re dismissal of J. A. Mundle, employee Marine Shipyard, Pres- cott, Ont 44(6ot) Return re dismissal of Postmaster of Parish of St. Lambert, County of Levis, &c 44 (6n) Return re dismissal of Postmasters in Bonaventure Co., from Jan. 1, 1913, to Feb. 1, 1914, &c 44(6o) Return re dismissal of Customs offi- cials in Bonaventure Co., from Jan. 1, 1913, to Feb. 1, 1914, &c. 44 (6P) Return re dismissal of Postmasters in Albert Co., N.B., since Oct. 1, 1911, to Feb. 2, 1914 44(6(7) Return re dismissal of public offi- cials by present Govt, in Queens, Shelburne, Oct. 11, 1911, to Mar., 1913 44 (6r) 4-5 George V. Alphabetical Index to Sessional Papers. A. 1914 Return re dismissal of public offi- cials by present Govt, in District of Kamouraska, &c lleturii re dismissal of W. H. Mc- Keclinie, Dominion Lands Agent, Prince Albert, Sask., &c lieturn re names, salaries, &c., of persons removed from different Depts. since Oct. 10, 1911, &c... Return re dismissal of Postmaster, Parish Notre Dame de Charny, Co. of L,6vis, Correspondence, &c.. Return re dismissal of Chas. S. Me- lanson, Postmaster of Corberrie, Digby Co., N.S Return re dismissal of Gordon Mc- Donald, Homestead Inspector, Grouard Land Agency, &c Return re dismissal of W. F. Slack, documents re suspension and re- instating of, &c Return re dismissal of Wm. Bru- nelle, Lightkeeper at Point a Cit- rouille, Champlain Co., Que., &c., Return re dismissal of Arthur Le- veque, Lightkeeper at Grosse Isle, Que., Documents re, &c Return re dismissal of L. Phillipe Carignan, Lightkeeper, Cham- plain, Co. of Champlain, &c.. .. Return re dismissal of Dominique Levesque, Lightkeeper at Riviere Quelle Wharf, Co. of Kamour- aska, &c Return re number of dismissals by Govt, in Co. of Shefford, since Oct. 1, 1911, to Feb. 2, 1914, &c. Return re dismissal of all public officers by present Govt, in Dis- trict of Portneuf, &c Return re dismissal of Alex. W. Fin- layson, Lightkeeper, St. Esprit Is- land, Co. Richmond, N.S., &c. . Return re dismissal of Lightkeeper of Cape Cove, County of Gaspe, investigation against, in 1911 .. Return re dismissal of Dan. Cormier, officer in the Life Saving Station at Eastern Harbour, N.S. . . . . Return re dismissal of Ben. V. Wil- let, Lightkeeper at Point Duthie, Que., and appt. of successor . . Return re dismissal of Postmasters in the Co. of LCvis since Sept., 1911, number reinstated who were dismissed by late Govt Return re dismissal of John A. Mc- Lellan, Lightkeeper at Fish Is- land, P.E.I . Return re dismissal of Thos. Le- Blanc, Postmaster of AUard, Bonaventure Co., &c Return re dismissal of Wm. E. Ehler, Lightkeeper, CJueensport, N.S., ex- penses re investigation, &c . . . . Return re dismissal of Samuel Dick- son, Postmaster at Seaforth, Ont., re investigation held, &c Return re dismissal of Chas. Mc- Pherson, Postmaster, North River- side, Guysborough Co., N.S., &c.. D Return re dismissal of Christian L. Ehler, Postmaster at Queensport, N.S., appointment of successor, &c. 44(7»'') iteturn re dismissal of Christian L. Ehler, Postmaster at Queensport, &c 44(70) iieturn re dismissal of Jas. White, Postmaster at Sydney, B.C., re in- vestigation held, &c 44 (7P) lieturn re dismissal of Postmaster at Mount St. Patrick, South Ren- frew ; change in location of Post Office in 44 (7q) Return re dismissal of Edwd. Dea, officer in charge of Lobster Hatch- ery, Port Daniel West, Que., &c. . 44 (7'') Return re dismissal of A. C. Cam- eron, Mail Contractor of Fairlight, Sask., correspondence re 44(7s) Return re dismissal of Geo. F. Payne, Postmaster at Granby, Que., appt. or" successor, &c. .. 44(7t) Return re dismissal of Postmasters in Co. of Portneuf, names of, num- ber of investigations, &c 44(7m) Return re dismissal of Postmaster at Havre Boucher, N.S., corre- spondence re, and appointment of successor.. 44(7v) Return le dismissal of Wm. Camp- bell, Lightkeeper, wharf at Xew Richmond, and appt. of succes- sor. *. 44(71*) Return re number of dismissals of public employees in Co. of West- morland, N.B., since Feb. 1, 1913, to Feb. 2, 1914 44 (7x) Return re number of dismissals from Dept. Marine and Fisheries from Dec. 5, 1912, to April 14, 191.3 .. 44(7J/) Return re dismissal of J. R. Deni- son. Postmaster of Richmond, Que., and appt. of successor.. .. 44 (7«) Return re dismissal of Arthur B Caldwell, Asst. Inspector Weights and Measures, Dist. of Quebec. 44 (8a) Return re dismissal of public offi- cials in Co. of Annapolis, N.S., since Oct. 11, 1911, to March 3, 1913 44(86) Return re dismissal of public offi- cials in Prov. of P.E.I, by Govt., since Oct. 10, 1911, number of, &c 44(8c) Return re dismissal of Cnpt. J. De- coste, Mate and Craneman on dredge No. 6, during season of 1912 44(8d) E Estimates of sums required, for year ending March 31, 1915 3 Estimates, Supplementary, for year ending March 31, 1914 3i Estimates. Supplementary, for year ending March 31, 1915 4 Elections. General, &c.. Resume of, for 1896, 1900, 1904, 1908, 1911, and By-elections between July 11, 1896, and January 1, 1914 18 Elections. By, &c., for House of Com- mons, for year 1913 18a Elmira Branch Ry., P.E.I. , Total cost of, &c 84 44 (6^- 77J 104ti 44(00 44(6)1} 44 (6f) 44(6!C 44 (6a:; 44(62/) 44(6--) 44(7a) 44(76) 44(7c) 44(7ri) 44(7e) 44(/) 44(7f/) 44(77t) 44(7i) 44(77) 44(7/c) 44(70 44(7w) 8 4-5 Georce V. Alphabetical Index to Sessional Papers. A. 1914 Employees of Depts. at Ottawa, and in all Provinces and Territories, in- side and outside service, who have lelt their employment since Oct. 1, 1911, up to Jan. 10, 1912, names, &c 104 104a 104b 104c Exchequer Court of Canada. General Rules and Orders of, made on .Sept. 24 and Dec. 13, 1913 64 I3xpress Statistics of Canada, year ended June 30, 1913 20e Expenditure to June 4, 1913, by pre- sent Govt., into alleged partizan conduct of olficials, &c 93a Experimental Farms, Report of Direc- tor and Officers of year ending Mar. 31, 1913 16 Experimental Farm at Ste. Anne de la Pocatiere, Number of employees at, in years 1912, 1913, &c 221 Experimental^ Farm in Prov. of Que- bec, re purchase of horses, cattle, &c., during 1913, expenses, &c. . .. 297 External Affairs, Report of 29e Edmonton Power Co., re lease of power on Saskatchewan River, at Rocky Rapids, Alberta, &c SOd Flour and Grain, Quantities of, ship- ped from Fort William to Port Ar- thur by vessel, 1912, &c 46 Farm labourers and servants respec- tively, placed by Govt. Agents in 1912, 1913; where placed, &c 182 Falmouth, Township Dyke, Hants Co., Expenditures, pay-lists, &c., on. . 2321 Fair, Mrs. Marguerite, Postmistress of Black Cape, Que., Copy of charges against, &c 207 Fairen, Frank, Evidence taken before Commissioner to inquire into charges against, of partisanship 211 Falardeau, A. O., and Falardeau, C. N., Document re withdrawal of ap- peal in case of, in Supreme Court. 238 Farmers Bank, Corros;5ondence re ap- pointing Sir Wm. Meredith, Commis- sioner ; letters re relief of share- holders, &c 272 Ferry Service, Steam, between New Brunswick, Nova Scotia and I'. E. Island, all correspondence apper- taining to the proposed, for all sea- sons of the year 121 Ferry Service, Car, between Mainland and P. E. Island, all documents, &c., re 12la Fenian Raid Volunteer Bounty, Report of Board of Inquiry re claims for Bounty in Province of Nova Scotia. 188 Fenian Raid Voiunteer Bounty, LJst of applicants in N.S. whose claims are approved list of, in N.S. not yet con- sidered, &c 188a Ferguson, John M., Correspondence re seizure of 11 horses belonginj: to, &c. 216 Fisher. Ward, of Shelburne, N.S., In- spector, re amounts paid to, for sal- ary, expenses, &c., 1912-1913 .... 150 r Fishery Hatchery at Port Daniel West, Report of operations at, for year 1913 151 Fishing Pond at Margaree, Corre- spondence re men appointed at, &c. 164 Fish exported from Canada, to United States, months of Oct., Nov. and Dec, 1913, and Jan., 1914, also 1912, 1913 186 Fish, Transportation of, from Mari- time Provinces to U.S., documents received by Dept. since Jan. 1, 1914, 264 Forestry Association, Canadian, Do- cuments, re ij Eraser, Jos., re purchase of lands fi'om, in connection with works at Cariboo Island, Pictou Co 248 Friar's Head Boat Harbour, re expen- diture of money at, by Simon P. Doucet, in 1912-13, and 1913-14 .. 232(2&) G Geographic Board, Report of 25arifrs in Canada, List of re ad- vertisements in, by Govt., between Oct. 10, 1906, and 1907, and years up to 1911 81d Newspapers in Nova Scotia, Moneys paid to, during years 1912, 1913, and nature of service 81/ Newspapers in Canada, List of ad- vertisements in, by Govt., between Oct. 10, 1911, and April 28, 1913.. 81^7 New London Branch of P.E.T. Rail- way, re copy of contracts, tenders, in connection with proposed 179 N New Carlisle, Bonaventure Co., re non- erection of public buildings in, &c. 232; Navy, Royal Canadian, Pensions or Gratuities to Officers of, &c., Copy of Order in Council re 48 Navy, Royal Canadian, Documents, &c., re death and burial at Montreal of Jos. LeBlanc, sailor on D.G.S. Canada 144 Naval Affairs, Correspondence respect- ing requests that vessels belonging to Navy be present at regattas or celebrations in 1912-1913 227 Naval Service, Report of Dept. of, for year 1913 38 Niobc, Cruiser, Number of men on duty on. &c 41 Natural Resources, certain portions of King's Dominions, Interim Report of Royal Commission on 135 National Drop Forge Co., Ltd., show- ing names of promoters, powers held by, given by letters patent 193 National Battlefields Commission, Re- ceipts and Expenditures of, to March 31, 1914 268 Northeast i 22-11-5-W. 3 M., Copy of all papers in connection with. . . . llOh Northeast | 22-11-5-W. 3 M.. Supple- mentary papers in connection with. 110/ Northwest J Section 20-4, Range 16, "West of 2nd Meridian llOf North h 1-3-16-W-2-M., Copy of all papers in possession of Dept. re. . llO'^i North Cape Breton and "Victoria, South Cape Breton, Antigonish and Inverness, Names of witnesses in connection with investigations held by H. P. Duchemin in Counties of &c. 936 Xortli Cape Breton and "Victoria, South Cape Breton, Antigonish and Inverness. Names of witnesses in connection with investigations held by H. P. Duchemin in Counties of, &c., Supplementary re 93e North Cape Breton and "Victoria, South Cape Breton, Antigonish and Inverness. Names of witnesses in connection with investigations held by H. P. Duchemin in Counties of, &c.. Supplementary re 93^ North Cape Breton and "Victoria, Ry. extension into. Breakwaters, Wharfs, opening of Harbours in, &c 271 Nortliumherland, Dredge, Number of men employed on, at Pictou, in Jan., Feb. and March, 1913, &c 233 Nova Scotia, New Brunswick and P. E. Island, Memoranda re claims to rep- resentation, &c 118a Ontario Equipment Co., re Order ol the House for production of sam- ple of patent lock and key sold by, to P. O. Dept ; 74 Orders in Council, Copies of all, re- quired by House under Resolution passed on February 20, 1882, since date of last Return under Resolu- tion 107o 13 4-'> Geo me V. Alphabetical Index to Sessional Papers. A. 1914 O Orders in Council, Return re those published in Canada Gazette between Oct. 1, 1912, and Nov. 30, 1913, in accordance with Dominion Lands Survey Act, Sec. 5, Chap. 21, 7-8 Edward VII llOo Oider:j in Council, Return re those published in Canada Gazette between Oct., 1912, and Nov. 30, 1913, in accordance with Sec. 77 of Doininion Act, Cliap. 20, Statutes of Canada, 1908 110& Orders in Council under a Resolution passed on Feb. 20, 1882 since the date of last Return and Resolution. llOrt Order in Council, Copy of. No. P.C. 976 re Regulations governing the en- try of Naval Cadets 266 Order in Council, dated May 18, 1914, re the organization of a Naval Vol- unteer Force • • 266a Ottawa Improvement Commission, Re- ceipts and Expenditures of, to March 31, 1913 53 Ottawa City, Commission appointed for beautifying of, and vicinity, cor- respondence, &c., re 91rf Ottawa City, Correspondence between and Govt, re pure water supply for city and Govt, buildings 175 Ouellette, Arsene, re death of, at Trois Pistoles, I.C.Ry., &c 88 Public Accounts of Canada for year ended March 31, 1913 2 Public Works, Report of Minister of, year ended March 31, 1913 (2 Vols.) 19 Public Health Service, Several Branches of: P. S. engaged in.. .. 99 Public Printing and Stationery, Total number of employees in, on Feb. 1, 1914, increased wages, 1913 104rf Public Land of Dominion, Number of acres of, given to Ry. Cos. by Govt., from 1878 to March, 1914, &c.. .. 275 Pati-ol Boat Davis and Lobster Hatch- ery, Charges incurred by, season of 1912 40 Parcel Boxes re Rural Boxes, Con- tracts for, &c 224 Parcel Post Service, Regulations relat- ing to 108 l^etroleum and Natural Gas rights. Disposal of, in Manitoba, Saskatche- wan, Alberta, N. W. Territories, Yukon, &c 148 Penitentiaries, Report of Royal Com- mission on. Evidence taken, &c. . . . 252 Public Printing and Stationery, Report of 1913 32 Private Secretaries of Members of Liberal Govt., names, salaries, grades, on Oct. 11, 1911 139 Prince Edward Island, Memo, of spe- cial claim of, re representation in House of Commons 118 Prince Edward Island, Nova Scotia and New Brunswick, Memo, re claims of 118a Provident Fund Board of the I.C.Ry. and P.E.I.Ry's employees. Return re proceedings of, from Jan. 1, 1912, to Feb. 2, 1914 125a Pure Bred Animals, re names and ad- dresses of persons with whom pure bred animals have been placed . . . . 294 Pure Bred Stallions or Bulls, Number of, purchased by Govt, for settlers in Man., Sask., and Alta., since Jan. 1, 1912 296 Post Offices : — Masinasin P.O., Province of Alberta, re change in location, &c 72 Moulin Basinet P.O., St. Jean de Matha, Co. of Joliette, re closing of 73 Post Office Dept., regarding return for production of one sample of patented lock and key, &c 74 Post Office Dept., Correspondence be- tween, and Alleyn Taschereau, avocat, re locks for mail liags . . 74a Post Office Dept., Correspondence be- tween, and Messrs. A. de Macdon- ald, Elzear Montpetit and others. 75 Documents re changes in Postmas- tership of Port Daniel Centre, Avignon, New Richmond, Black Cape, Que., &c 75a Documents re removal of the Post Office from store of Alex. Robert- son, Red Point, P.E.I, &c. . .. 75b Documents re complaints against John A. Campbell, Postmaster, New Richmond, Que., &c 75c Correspondence between P.O. Dept., P.O. Inspector, St. John. N.B.. and Postmaster at Kouchibougac, N.B., re sale of stamps, &c. . . . 76 Re new Post Offices made in Co. of L'Islet, names of Postmasters, re- venues and expenses, &c 142 Appt. of Caretakers of P.O. at Rigaud, Que., &c 77m Number of persons appointed to In- side Service of, by present Govt., names, salaries, &c 104/ Documents re opening of Post Office, named Giasson, Parish of St. Au- bert, Co. of L'Islet 142a Building in Saskatoon, re purchase of a site for 23 2ft Building in Halifax, Purchase of site for, on Gottingen Street. ... 232m Post Office at Canning, N.S., re pur- chase of site for 23 2w Post Office in Village of Eganville, Correspondence re location and erection of 232^ Post Office in Village of Eganville, Supplementary 232(2/) Post Office in Village of Eganville, re further supplementary, &c. .. 232(2(7) Postmaster General, Report of, for year ended March 31, 1913 24 Pointe Cascades, re tearing down of houses and dependencies erected on tJovt. grounds at, the property of L. A. Sauve 176 Population of Canada, Provinces and Territories, years 1871, 1881, 1891, 1901 and 1911, &c 133 1-t 4-5 Georo-e V. Alphabetical Index to Sessional Papers. A. 1914 P I'otatoes, Quantities ^*nd values of, im- ported monthly during years 1911, 1912, 1913 ; countries from which imported 217 Potatoes, Quantities and values ex- ported monthly from Provinces, from Sept. 1, 1911. to Jan. 1, 1914, &c. 217a Piclou Bank, Documents re incorpora- tion and licensing of, also re wind- ing up of business of, &c 243& Plaunte, Arthur. Copy of O.C. appoint- ing Commissioner re claims Atlantic Lake Superior Ry., &c 279 Plaunte, Arthur, Supplementary Re- turn relating to, appointment of, &c. 279a Privy Council, Judicial Committee of. Documents generally respecting pro- posed changes of 245 Public Works : — Return re amount of expenditure in Counties of Kimouski and Gaspe since Oct. 11, 1911, &c 232 Return re amount of expenditure in Antigonish Co. since Oct. 11, 1911, Ac 232a Return re documents concerning proposed building and purchase of site for, at Bear liiver, N.S.. 232& Return re expenditure on Mabou Harbour, in years 1911-12, 1912- 13 23 2c Return re specifications, tenders, &c., connected with proposed dry- » dock at Lauzon, Que 232rf Public Building at Gravelburg, all documents in connection with, since Jan. 1, 1912 232(2c) Public Building at Brantford, re all specifications and tenders pertain- ing to 232(2(1) Public Works in Richmond Co., N.S., all documents received from J. A. Gillies re 232(2e) Post Ofllce at Eganville, Renfrew Co., re location and erection of. . 232/ Public Works in Co. of Bonaventure since Oct. 10, 1911, to Feb. 2, 1914 2320 Q Quebec Oriental Ry. and Atlantic, Quebec and Western Ry., Corre- spondence, re acquisition of, by Govt, as branch lines of I.C.Ry., &c. . . . Quebec Harbour Commission, re con- struction of a line of Ry. to connect Trans. Ry. with Union Station at the Palais Quebec Harbour Commissioners, Board of, re purchase of stone quarry by, at St. Nicholas, Que R Railway Statistics of Canada, year ended June 30, 1913 Railway Commissioners, Board of, Report, year ending March 31, 1913. Railway Commissioners, Board of, appeals from ruling, decisions, find- ings, &c., and action of P.C 117n 178 263 20& 20e 83 Railway Commissioners, Board of. Copy of all decisions of, made on or after Oct. 10, 1911, re appeals from, &c 124 Railway Belt in B.C., Sale by Govt, of following lands in : Townships 23-24, R. 18; T. 23-24, R. 19; T. 24-25, R. 20, &c iiofc Rainy River Navigation Co., Claim of, against Govt, re operation of boats, season of 1911, &c 68 Uadio-Telcgraphy, Copy of Regula- tions governing, under Radio-Tele- graph Act, 1913 300a Kadio-Telegraphy, Copy of Order in Council, No. P.C. 1386, re Regula- tions governing, &c 300 Uestigouche River re projected Rail- way or Highway bridge over, at Campbellton, N.B., and Quebec. .. 103 Rideau Canal, re permits to Clubs to ci-ect boat houses on, between Lau- rier Ave., Bridge and Hartwell's Locks S0& Rille Range, near Souris, P.E.I. , all documents connected with purchase of 255 Koyal Society of Canada, Statement of affairs of, for year ended April 30, 1913 55 Koyal Mail Steam Packet Co., Agree- ment betweeji (^ovt. of Canada and, re British W. I. service 113 Itoyal Northwest Mounted Police, Re- port of 28 lloyal Northwest Mounted Police, Re- port of Magisterial cases entered by 280 Ross. Jean, or Joseph, of Amqui, Rimouski Co., re claim of, against I.C.R., for accident to horse, &c. . . 131 Kowell, Newton W.. re sums of money paid to, for legal services during past flftoon years 228a Rowell, Newton W., re payments made by Govt, to, for legal services, &c. . 288 Roy, Hon. Judge, travelling expenses of. dui-ing years 1912, 1913 and 1914. 236 Roy, Mrs. Marcelline, Complaints against, investigation into conduct of, &c 71 Railways and Canals, Report of Dept. of, for year ending March 31, 1913. 20 Rural Mails, &c. : — Routes established in Co. of Bona- venture from Oct. 1911, to Feb. 2, 1914, &c 141 Tabulated Statement of Rural Mail Routes opened since 1911, number of boxes used, delivery, contracts, &c 141a Number of Rural Mail Routes estab- lished in N.S., names, &c 141& S Shareholders in Chartered Banks to December 31, 1913 6 Seizures made by John C. Bourinot, as acting Preventive Officer and Collec- tor of Customs for Port Hawkesbury, N.S.. from 1.S84 to 1886, and from 1886 to 1898, also from 1898 to 1912 490 15 4-5 George V. Alphabetical Index to Sessional Papers. A. 1914 S Section 36, East h of, in Township 6, Range 8, West of Fourth Meridian, Correspondence, &c., re 61 Section 8-49-23-4, and S.W. | of 7-49- 28-4, Documents, &c., in Dept. of Interior re 6lo Shelburne, N.S., Reports, &c., re mail serivce from, to Jordan Bay and Jordan P'erry since Oct. 1, 1911 . . 208 Shareholders Montreal City and Dis- trict Savings Bank and La Caisse d'Economie de Notre-Dame de Que- bec, Statement of, as on December 31, 1913 58 Scoles, G. R., re contract entered into by, for completion of Atlantic and Lake Superior Ry 87 S.E. 4 Section 16, Township 25, Range 5, West Fifth Meridian, Papers con- nected with, &c 110/ S.W. I 23-16-12, W. 3 M., Papers con- nected with, &c llOfif Secretary of State, Report of 29 Skinner's Pond, Proposed Harbour at, Surveys made for 100 Skinner's Cove, N.S., Documents re payments made for, purchase of land at. year 1913 230 Steamboat Inspection, Report of Dept. of Marine on, for fiscal year 1912-13 23 Steamship Service between Canada and West Indies, all documents re between May 1, 1913. to Dec. 1913. 286 Strikes in British Columbia coal mines, Correspondence re^ also copy of all Orders in Council, &c 147a Stream Measurements, Report of . . . . 25c Sackville, N.B., re proposal to have spur line to connect public wharf at, with I.C.Ry., &c 117b Salisbury and Albert Railway, Annual Report made by, to the Ry. Dept. . 137 Salmon Hatchery, Nepisiguit River, N.B., Copy of tenders for construc- tion received, and contracts let. . . . 145 Salmon Fishing in St. John River above tide water. Orders in Council, Documents re, &.c 163 Saturnia Stmr., Report of Commis- sioner on grounding of, April 28, 1914. . . . 277 Senate, Opinion of Deputy Minister of Justice on increased representation in, of the Western Provinces . . . . 212 Senate, Copy of Resolution of Assem- bly of B.C., re increased number of Senators from said Province 212a Senate. Increased representation in, Copy of Assistant Deputy Minister on subject of 212& Senates or Upper Chambers in Brit- ish Empire, or foreign countries, In- formation respecting constitution of. 246 Senates or Upper Chambers in Brit- ish Empire, or foreign countries. Supplementary Return re 246o Smelt Fishing licenses issued in Co. of Pictou, N.S., during past season, all correspondence, re 204 Smelt Fishing licenses issued in Co. of Pictou, N.S., during past season, all correspondence re 204a Southampton Ry. Co., N.B., all docu- ments, &c., relating to. Reports of Engineers, &c 285 S South Lake, Lakeville, Antigonish Co., re expenditures in 1913, at 232(2i) Steamship Service between St. John, N.B., and Bear River, N.S., during 1912, 1913, Memo. -re, &c 159 Smith, B. F., re cutting lumber on To- bique Indian Reserve, N.B., also amts. paid since Jan. 1, 1912.. .. 198 Strikes and Loclvouts from 1901 to 1912 36& ' Stevens Dam,' across River Trent, Documents connected with power privileges relating to 262 Stellarton, Town of, re purchase of site for public building in, &c. . . . 232s Steamer Canada, Memo, of subsidy paid to. and copy of reports made by proprietors of, season of 1913.. 160 St. Peter's Indian Reserve, Instruc- tions issued to C. P. Fullerton and Fawcett Taylor in reference to. . . . 198b St. Lin des Laurentides. re public building authorized in Estimates of 1911-12 232i St. Jean, Bank of, Banque Ville Marie, Banque Jacques Cartier, &c.. re in- corporation and licensing of 243 St. Phillipe East and St. Phillipe West. re expenses of, since June 1, 1912, to Feb. 2, 1914 276 Trade and Commerce, Report of, year ended March 31, 1913 : (Part I — Canadian Trade) 10 (Part II — Canadian Trade with (1) France, (2) Germany,- (3) United Kingdom, and (4) United States) 10a (Part III — Canadian Trade with for- eign countries, except France, Germany, the United Kingdom, and United States) 10b (Part IV — -Miscellaneous informa- tion) IOC (Part V — Report of Grain Commis- sioners for Canada) lOd (Part VI — Subsidized Steamship Services, Statistics, Traffic. &c., to Dec. 31, 1913, and Estimates for fiscal year 1914-1915 lOe Part VII — Trade of Foreign Coun- tries, Treaties and Conventions) . . 10/ Treasury Bills discounted since March 31, 1913 57 Trade Unions, Return respecting, &c. . 89 Telegraph or Telephone line from Bad- deck, N.S., to Margaree, N.S., re construction of, by Govt 232f Telegraph Statistics of Canada, year ended June 30, 1913 20/ Telephone Statistics of Canada, year ended June 30, 1913 20d Temporary Loans, Statement of, since March 31, 1913 56 Temporary Loans, re total liability of, between May 1, 1913. and Dec. 31, 1913, rates of interest paid, &c. . . . 122 Temporary Clerks, fc number employed in Library in Sessions of 1911-12, and 1012-13, names, salary, &c.. .. 162 Three liivers, Return re investigations held in District of, since Oct. 15, 1911. to April, 1913 92 16 4-5 George V. Alphabetical Index to Sessional Papers. A. 1914 T Transcontinental Railway : — Iteturn re changes made in original scheme for terminals at city of Quebec, &c 114 Return re correspondence between N. T.Ry. Commissioner and Minister of Rys., and between N.T.Ry. Commissioner and C.P.R. re term- inals, &c 114a Report of Royal Commission ap- pointed to investigate construction of, eiydence and exhibits, &c 123 Copy of assignment by M. P. and J. T. Davis in Sept., 1909, of con- tracts Nos. 16 and 17 on, to O'Brien, Fowler & McDougall . . 123a Copy of contract with Jos. Gosselin, Locomotive and Car Shops at vSt. Malo, correspondence between De- partment and W. J. Press, M.E., or Chief Engineer re charge of price for excaavtion, &c 123 b Copy of original contract and amended one of Mr. Jos. Gosselin re car shops at St. Malo, Que. . 123c Copy of correspondence re appoint- ment of Messrs. Lynch-Staunton and Gutelius as Commissioner >"?• 123^ Copy of Report of Geo. S. Hodgins, of New York, re Transcona Shops of N.T. Railway, of June 10, 1912. 123e Copy of documents submitted to Sir Wm. White by Govt re Commis- sion investigating Transcontinen- tal Ry 138 Copy of agreements between, and the Canadian Northern Ry. for use of line by trains of Trans. Ry. to St. Malo 177 Copy of all documents re the in- tended construction of, from Pointe St. Claire, east of Quebec Bridge, &c 123/ Return re choice of site for station at Village of St. Eleuthere, on N.T.Ry., &c 123r7 Return re Coaling Plants on N.T.Ry., number of, where constructed, names of tenderers. &c 123h Report of Commissioners of, for 1913 37 Interim Report of, for 1913 37rt Taschereau, Alleyn, Que., Correspond- ence between, and P. O. Dept. re purchase of locks for mail bags. . . . 74rt Toronto Harbour Works, re letting construction of. &c 23 2 (2n Towns in Prov. of Ontario having a population larger than town of Ches- ley, S. Bruce, number of, having letter boxes. &c 192 Trent Valley Canal, Correspondence re investigation by Mr. Ferguson con- cerning affairs of 190 Tr^nt Watershed Survey, Report of Commission of Conservation of Can- ada on 210 Trawling, Steam, correspondence since Oct., 1911, between Govt, of Canada and Govt, of United States 226 U Unclaimed Balances, dividends un- paid. (Sr'- 7 63433—2 United Shoe Machinery Coy, Report of Board appt. to investigate mat- ters of 154 United States, Citizens of, employed by Government since October 11, 1911. 94 Veterinary Director General, Report of, year ended March 31, 1913.. .. 15& Veterinary Inspectors employed by Govt, in slaughter houses, amt. of expenses of that branch of Dept... 222 W Wharfs : — Expenditure of Govt, for Wharf at Whycocomagh 231 lie expenditure on Wharf at Feltzen South, Lunenburg, N.S., &c 231o Re expenditure on Wharf at South Gut, Victoria Co., by Govt, dur- ing summer of 1913 2316 Re expenditure on Wharfs, Break- waters, &c., in Co. of Yarmouth, N.S., since Oct., 1911 23lc Re expenditure on Englishtown Wharf, Co. of Victoria, 1913.. .. 231d Re expenditure on extension of Wharf at Finlay Point,, Mabou, Inverness Co., year 1910-11.. .. 23le Re expenditure on Wharf at Port Clyde, Shelburne, N.S 231/ Re expenditure on construction of wharf at Finlay Point, Inverness Co., N.S 231i7 Re expenditure on construction of Wharf in Town of L'Assomption, Que 231ft -Re expenditure on construction of Wharf at Bear River, N.S., &c. 23 li Re expenditure for Public Wharf at Centreville, Shelburne Co., N.S... 231/ Re expenditure for Public Wharf at Sainte Croix, Lotbiniere Co., Que. 23lfc Relating to proposed Wharf at Little Cape and Great Shemogue Harbour, N.B 231J Relating to construction of W^harf in Town of L'Assomption, Petitions for and against, &c 231»» Relating to expenditure on W^harf at Arichat, N.S., since Oct. 11, 1911. 23in Relating to expenditure on Govt. Wharf at Croft's Cove, N.S., in 1911 2310 Relating to claim re Wharf at Bona- venture River, Bonaventure Co... 231P Relating to completion of Wharf at Ste. Croix, since Sept. 21, 1911, to March, 1914 231ruary 10. 191 1. Printed for distribjvtion and sessional papers. 20e. Express Statistics of the Dominion of Canada, for the year ended June 30, 1913. Pre- sented by Hon. Mr. Cochrane, February 20, 1914. Printed for distribution and sessional papers. 20/- Telegraph Statistics of the Dominion of Canada, for the year ended June 30, 1913. Pre- sented by Hon. Mr. Cochrane, February 10, 1914. Printed for distribution and sessional papers. CONTENTS OF VOLUME 16. 21. Forty-s;xt!i Annual Report of the Deviai-tment of Marine and Fisheries, for the year 1912- 1913. — Marine. Presented by Hon. Mr. Hazen, February 2, 1914. Printed for distribution and sessional papers. 21b. List of Shipping issued by the Department of Marine and Fisheries, being a list of vessels on the Registry Books of the Dominion of Canada, on December 31, 1913. Presented by Hon. Mr. Hazen, May 1, 1914 Printed for di^tribnlion and sessional papers. CONTENTS OF VOLUME 17. 22. Forty-sixth Annual Report of the Department of ]VIarine and Fisheries, 1912-13. — Fisheries. Presented by Hon. Mr. Hazen, January 19, 1914. Printed for distribution ana sessioiiul papers. 23. Supplement to the Forty-sixth Annual R-jport of the Department of Marine and Fisheries for the fisral year 1912-13. — Steamboat Inspection Report. Presented by Hon. Mr. Hazen, March 27, 1914 Printed for distribution and sessional pajicrs. CONTENTS OF VOLUME 18. 24. Report of the Postmaster General, for the year ended March 31, 1913. Presented by Hon. Mr. Pelletier, March 12, 1914 Pointed for diNtribulion and sessional papers. CONTENTS OF VOLUME 19. (This volume is bound in two parts.) 25. Annual Report of the Department of the Interior, for the fiscal year ending March 31, 1913. — Volume I. Presented by Hon. Mr. Roche., February 23, 1914. Printed for distribution and sessional papers. 21 4-5 George V. Alphabetical Index to Sessional Papers. A. 1914 25. Annual Report of the Depai-tment of the Interior, for the fiscal year ending March 31, 1913. — Volume II. Presented by Hon. MrVRoche, March 9, 1914. f'rinted for distribution and sessional papers. CONTENTS OF VOLUME 20. 25c. Report of Progress of Stream Measurements, for the calendar year 1913, prepared under the direction of F. H. Peters, C.E., Commissioner of Irrigation. Presented by Hon. Mr. Roche, March 26, 1914 Printed, for distribution and sessional papers. 25d. Twe'.fth Report of the Geographic Board of Canada, for the year ending June 30, 1913. Presented by Hon. Mr. Roche, February 2, 1914. Printed for distribution and sessional papers. CONTENTS OF VOLUME 21. 256. Manitoba Water-powers, 25/. Railway Belt Hydrographic Survey for 1911-1912. Presented, 1914. CONTENTS OF VOLUME 22. 26. Summary Report of the Geological Survey, Department of Mines, for the calendar year 1912. Presented by Hon. Mr. Coderre, 1914. Printed for distribution and sessional papers. 26o. Summary Report of the Mines Branch for the calendar year 1912. Presented 1914. Printed for distribution and sessional papers. CONTENTS OF VOLUME 23. 27. Report of the Department of Indian Affairs for the year ended March 31, 1913. Presented by Hon. Mr. Roche, January 27, 1914 Printed for distribution and sessional papers. CONTENTS OF VOLUME 24. 28. Report of the Royal Northwest Mounted Police, 1913. Presented by Hon. Mr. Borden, January 19, 1914 Printed for distribution and sessional papers. 28ffl- Statement of Magisterial cases entered, and convictions obtained by the Royal Northwest Mounted Police in the Provinces of Alberta and Saskatchewan, the Yukon Territory and a portion of Manitoba, during the years 1909 to 1913. Presented by Hon. Mr. Borden, February 16, 1914 Not printed. 29. Report of the Secretary of State of Canada for the year ended March 31, 1913. Presented by Hon. Mr. Coderre, February 9, 1914. . . .Printed for distribution and sessional papers. 20"- Report of the Secretary of State for External Affairs for the year ended March 31, 1913. Presented by Hon. Mr. Borden, January 19, 1914. Printed for distribution a7id sessional papers. CONTENTS OF VOLUME 25. 29<'- Documents re Constitutional History of Canada. — (Senate). Printed for distribution and sessional papers. 29c. Public Archives. — Documents relating to the Constitutional History of Canada, 1791-1818, selected and edited with notes by Arthur G. Doughty and Duncan A. McArthur. Pre- sented by Hon. Mr. Coden-e, March 27, 1914. Printed for distribuLio7i and sessional papers. CONTENTS OF VOLUME 26. 30. The Civil Service List of Canada, 1913. Presented, 1914. Printed for distribution and sessional papers. 31. Fifth Annual Report of the Civil Service Commission of Canada for the year ended August 31, 1913. Presented by Hon. Mr. Coderre, March IS, 1914. Printed for distribution and sessional papers. 32. Annual Report of the Department of Public Printing and Stationery for the fiscal year ended March 31, 1913. Presented by Hon. Mr. Coderre, March il, 1914. Printed for distribution and sessional papers. CONTENTS OF VOLUME 27. 33. The Report of the Joint Librarians of Parliament. I'rescntcd bv the Hon. The Speaker January 15, 1914 2Vo« printed. 34. Report of the Minister of Justice as to Penitentiaries of Canada, for the fiscal year ended March 31, 1913 Printed for distribution and sessioanl papers. 22 4-5 George V. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLTJME Zl—Coniinued. 35. Report of the Militia Council for the Dominion of Canada, for the fiscal year ending March 31, 1913. Presented by Hon. Mr. Hughes, March 9, 1914. Printed for distribution and sessional papers. 36. Report of the Department of Labour for the fiscal year ending March 31, 1913. Presented by Hon. Mr. Crothers, January 19, 1914. . . .Printed for distribution and sessional papeis. 36a. Sixth Report of the Registrar of Boards of Conciliation and Investigation of the proceed- ings under "The Industrial Disputes Investigation Act, 1907," for the fiscal year ending March 31, 1913. Presented by Hon. Mr. Crothers, January 19, 1914. Printed for distribution and sessional papers. 36b. Report on Strikes and Lockouts in Canada, from 1901 to 1912. Presented by Hon. Mr. Crothers, January 19, 1914 Printed for distribution and sessional papers. 37. Ninth Annual Report of the Commissioners of the Transcontinental Railway, for the year ended March 31, 1913. Presented by Hon. Mr. Cochrane, January 22, 1914. Printed for dislribution and sessional papers. 37o. Interim Report of the Commissioners of the Transcontinental Railway, for the nine months ended December 31, 1913. Presented by Hon. Mr. Cochrane, February IS, 1914. Not printed. 3S. Report of the Department of the Naval Service, for the fiscal year ending March 31, 1913. Presented by Hon. Mr. Hazen, January 22, 1914. Printed for distribution and sessional papers. CONTENTS OF VOLUME 28. 39. A detailed statement of all bonds or securities registered in the Department of the Secretary of State of Canatla, s'nce last return (4th December, 1912) submitted to the Parliament of Canada under Section 32 of Chapter 19, of the Revised Statutes of Canada, 1906. Presented by Hon. Mr. Coderre, January 22, 1914 Not printed. 40. Return to an Order of the House of April 7, 1913, for a copy of all accounts, vouchers and charges incurred by and relating to the Lobster Hatchery and Patrol Boat Davis dur- ing the season of 1912, to December 31, 1912, with the names of the oflficers and crews, and the wages paid to each. Presented January 19, 1914. — Mr. Kyte Not printed. 41. Return to an Order of the House April 21, 1913, for a Return showing the names and tha respective ranks and positions of the officers now on duty on the Niobe at Halifax, under the Department of Naval Affairs ; the number of men now on duty as seamen or other like positions on the Niobe ; the number of men dropped from the service on the Niobe since July 1, 1912 ; and if any efforts have been made to recruit men for the Niobe since July 1, 1912. Presented January 19, 1914. — Mr. Macdonald.. .Not printed. 42. Return to an Order of the House of May 12, 1913. — 1. For a Return showing the re.spectivo names, duties and salaries of Officials of the Immigration Department of both Inside and Outside Service on March 31, 1911. 2. The respective names, duties and salaries of Officials of the Immigration Department of both TnsicTe and Outside Service on March 31, 1913. Presented January 19, 1914. — Mr. Oliver Not printed. 43. Return to an Order of the House of February 24, 1913, for a copy of all regulations relat- ing to the disposition of Dominion Lands made by the Minister of the Interior from October 12, 1911, to January 1, 1912, and cf the regulations for the placing of half- breed scrip on homestead or other lands, made by the Minister of the Interior from October 12, 1«11, to January 1, 1912. Presented January 19, 1914. — Mr. Oliver. Not printed. 44. Return to an Order of the House of January 15, 1913, for a copy of all charges, correspond- ence, letters, telegrams nd other documents relative to the dismissal of Horace Rind- ress. Quarantine Medical Officer at North Sydney, in the Riding of North Cape Breton and Victoria, and of the evidence taken and report of investigation held by H. P. Duche- min, in regard to same, and a detailed statement of the expenses of such investigation. Presented January 19, 1914. — Mr. McKenzie Not printed, 44a. Supplementary Return to an Order of the House of December 11, 1912, for a copy of all papers, documents and correspondence relating to the dismissal of A. T. Doucet, Post- master and Collector of Customs at Salmon River, Digby County, N.S. Presented January 19, 1914. — Mr. Maclean (Halifax) Not printed. 44&. Return to an Order of the House of April 21, 1913, for a copy of the charges made against Alexis Bourque, .Storm Signal Agent at Bonaventure, on which he was dismissed by the Minister of Marine and Fisheries, and a copy of all letters and other documents bearing on the appointment of his successor. Presented January 23, 1914. — Mr. Marcil (Bona- venture) Not printed. 23 4-5 George V. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S— Continued. 44c. Return to an Order of the House of January 29, 1913, for a copy of all letters, petitions, telegrams, complaints, evidence, reports and other papers and djocuments in the posses- sion of the Department of Marine and Fisheries, or any Department of the Government, relating- to the dismissal of Patrick Conway, Lightkeeper at White Head Island, N.S., . and if there was an investigation the names of the witnesses, a copy of the evidence, and a detailed statement of the expenses of such investigation. Presented January 21, 1914. — Mr. Sinclair Not printed. 44d. Return to an Order of the House of May 7, 1913, for a copy of all papers, documents, tele- grams and correspondence in connection with the dismissal of Captain Wm. Smith, Coxswain, of the lifeboat at Blanche, Shelburne County, N.S. Presented January 21, 1914. — Mr. Law Not printed. 44e. Return to an Order of the House of March 3, 1913, for a Return showing in detail the number of dismissals from public ofBces and positions of employment by the present Government since the 11th day of October, 1911, to this date, in the County of King's, Province of Nova Scotia, in connection with any of the Departments of the public ser- vice, not including cases in which orders have already passed ; together with the names of the dismissed officials or employees, the reason for their respective dismissals, the complaints or charges against them, and by whom made ; together with a copy of all correspondence, letters, telegrams and other communications with respect to each such case of dismissal, and of all minutes of evidence of investigations, where any such were held, and of all reports relating to such dismissals now in the possession of any of the Departments of the Government, also the names of all parties appointed to fill the vacp.ncies caused by such dismissals, and the names of the persons by whom the same have been respectively recommended for appointment ; together with a detailed state- ment of all amounts and expenses paid, or to be paid, by any Department in connection with the said dismissals and investigations or removals from office. Presented January 21, 1914. — Mr. McKenzie Not printed. 44/- Return to an Order of the House of the 2Srd April, 1913, for a copy of the charges made by Mess:.s. J. A. Mousseau, A. Godbout and J. Blondin. against Jos. E. A. Landry, keeper of the lighthouse at St. Omer, Quebec, on which he was dismissed for alleged political partisanship. Presented January 21, 1914. — Mr. Marcil (Bonaventtcre) . Not printed. 44<7. Return to an Order of the House of the 29th January, 1913. for a copy of all charges, cor- respondence, letters, telegrams and other documents relating to the dismissal of Colin Mclsaac, preventive officer at Port Hood, Inverness County, N.S. Presented January 21, 1914. — Mr. Chisholm (Inverness) Not printed. 447>. Return to an Order of the House of the 19th May, 1913. for a copy of all petitions and correspondence^ relating to the dismissal of Mr. Pe.sha, postmaster at Kent Bridge, Ontario. Presented January 22, 1914. — Sir W. Laurier Not printed. 44». Return to an Order of the House of the 29th January, 1913, for a copy of all letters, peti- tions, telegrams, complaints, evidence, reports and other papers and documents in the possession of the Post Office Department or any department of the Government, relating to the dismissal of John F. Reeves, postmaster at Mulgrave, N.S.. and if there was an investigation, the names of all witnesses examined, a copy of the evidence, and a detailed statement of the expenses of such investigation. Presented January 22, 1914. — Mr. Sinclair Not printed. 44;. Return to an Order of the House of the 29th January, 1913, for a copy of all charges, corre- spondence, letters, telegrams and other documents relating to the dismissal of Havelock McLeod, postmaster at Big Intervale, North East Margaree, Inverness County, Nova Scotia. Presented January 22, 1914. — Mr. Chisholm (Inverness) Not printed. 44fc. Return to an Order of the House of the 21st April, 1913, for a copy of all documents, peti- tions, correspondence, messages, inquiries, reports, &c., relating tc> the dismissal of S. Lapointe, postmaster of St. Eloi, County of Temiscouata, and to the appointment of his successor. Presented January 22, 1914. — Mr. Gauvreau Not printed. 441. Return to an Order of the House of the 3rd February, 1913, for a copy of all correspond- ence, letters, telegrams and other documents relative to the dismissal of William Bow, postmaster at Winchester Village, County of Dundas, and of all recommendations for the appointment of his successor. Presented January 22, 1914. — Mr. MacNutt. Not printed. 44m. Return to an Order of the House of the 26th March, 1913, for a copy of all charges, cor- respondence, letters, telegrams, petitions and other documents relating to the dismissal of Mrs. EU^n O'Neil, postmistress at O'Neil's post office. Parish of Moncton, County of Westmorland, New Brunswick, and of all evidence, if any, taken in regard to the same, and of all reports concerning same ; and also a copy of all recommendations, correspond- ence, letters, telegrams, petitions and other documents relating to the appointment of a successor, or of Robert C. Kelly as postmaster of or at the said OXeil post office, and of all reports, if any, as to the proper location of the office. Presented January 22, 1914. — Mr. Emmerson Not printed. 24 4-5 George V. Alphabetical Index to Sessional Papers. A. 191-i CONTENTS OF VOLUME 2S— Continued. 4.4:'i. Return to an Order of the House of the 21st April, 1913, for a copy of the charges made against Alex. Labillois, postmaster of Miguasha, on which his dismissal took place, and of all letters and documents regarding the appointment of John Caissy in his place. Presented January 22, 1914. — Mr. Marcil (Bonaventure) Not printed. 4:4:0. Return to an Order of the House of the 21st April, 1913, for a copy of all letters and other documents containing evidence or charges against Madame Z. Marcotte, post- mistress of Xouvelle West, Bonaventure County, on which the I'ostmaster General acted in removing her from office, and also of letters and other documents regarding the appointment of Mr. Lazare Fallu in her stead. Presented January 22, 1914. — Mr. Marcil (Bonaventure) Not printed. 44P- Return to an Order of the House of the 2Sth April, 1913, for a copy of all complaints, accusations, correspondence, petitions, and telegrams respecting the dismissal ol Joseph Verault, postmaster at Guay, County of L^vis, of the evidence and report made follow- ing the inquiries held by the inquiring Commissioner Smith and the inquiring Commis- sioner Jolicoeur in this matter ; also the names of the witnesses summoned and heard, with a copy of the evidence heard at each inquiry, the names of those who represented the Government at these inquiries, and a detailed statement of the expenses caused by thes2 inquiries, with a copy of all docum.ents respecting the appointment of his successor, such as petitions, letters of recommendation, &c. Presented January 22, 1914. — Mr. Bourassa " Not printed. 44<7- Return to an Order of the House of the 2nd June, l913, for a copy of all telegrams, papers and correspondence in the possession of the Post Office Department, or with any of the officials thereof, regarding the removal from office of the postmaster of Osage, Saskatchewan, and of the appointment of a successor thereto ; and of all correspondence bearing upon the said removal or appointment with the post office inspector for that por- tion of the province of Saskatchewan, and of all other letters and documents with respect thereto. Presented January 22, 1914.- — Mr. Carvell Not printed. 44'*- Retu n to an Order of the House of the 29th January, 1913, for a copy of all letters, peti- tions, telegrams, complaints, evidence, reports and other papers and documents in the possession of the Post Office Department, or any department of the Government, relating to the dismissal of George Taylor, postmaster at Bickerton, N.S., and if there was an investigation, the names of all witnesses examined, a copy of the evidence and a detailed statement of the expenses of such investigation. Presented January 22, 1914. — Mr. Sinclair Not printed. 44s- Return to an Order of the House of the 21st April, 1913, for a copy of all correspondence, telegrams, complaints, affidavits, reports, recommendations, requests, certificates and other documents, relating to the dismissal of Mademoiselle Paul Hus, as postmistress of the Parish Ste. Victoire, County of Richelieu, and the appointment of Mr. Paul Bardier, of the same place, as postmaster. Presented January 22, 1914. — Mr. Cardin. Not printed. 44f- Return to an Order of the House of the 3rd March, 1913, for a copy of all charges, corre- spondence, letters, telegrams and other documents relating to the dismissal of Parker S. Hart, postmaster at South Manchester, ,Guysborough County, N.S., and of all evidence taken and report of investigation held by H. P. Duchemin in regard to the same, and also a detailed statement of the expenses of such investigation. Presented January 22, 1914. — Mr. Sinclair Not printed. 44u. Return to ;>n Order of the House of the 17th February, 1913. for a copy of all complaints an 1 charges made against Charles D. Gass, late postmaster at Bayfield, Antigonish County, of the evidence taken, if any, before Commissioner Duchemin, and of his report thereon, and of all letters, telegrams and documents of every kind relating to his dis- missal and the appointment of his successor. Presented January 22, 1914. — Mr. Chis- holm (Antigojiikh) Not printed. 441^- Return to an Order of the House of the 27th January, 1913, for a copy of all documents, correspondence, letters, reports, &c., relating to the dismissal of Madame Belzll, post- mistress at St. Octave, County of Rimouski, and the appointment of her successor. Pre- sented January 22, 1914. — Mr. Lapoi:ite (Kamouraska) Not printed. 44w- Return to an Order of the House- of the 9th April, 1913, for a copy of all charges, corre- spondence, telegrams and other documents relating to the dismissal of John McDonnell, rostmaster at Essex, Inverness County, Nova Scotia. Presente-. Chusholm (Inverness). Not printed. 44 (5i). Return to an Oi'der of the House of the 15th January, 1913, for a copy of all letters, documents, telegrams, reports, correspondence and recommendations in any way relating to the dism.issal of M. Barry, from the service of the Marine Department at Prescott, Ontario. Presented March 17, 1914. — Mr. Leniicux Not printed. 44 (5j). Return to an Order of the House of the loth January, 1913, for a copy of all letters, documents, telegrams, reports, correspondence and recommendations in any way relating to the dismissal of "V^^. Granton, from the service of the Marine Department at Prescott, Ontario. Presented March IT, 1914. — Mr. Thomson (Qn'Appelle). Not printed. 44 (5/c). Return to an Order of the House of the 9th February, 1914, for a copy of all letters, and telegrams in connection with the dismissal of the postmaster at Fletwode, Saskatchewan, and the changing of the location of the said post office. Presented March 17, 1914. — Mr. Turriff Not printed. 44 (50- Return to an Order of the House of the 2nd February, 1914, for a return showing in detail the number of dismissals or removals from office from 1st Februai-y, 1913, of postmasters in the County of Westmorland, New Brunswick ; together with the names of the dismissed postmasters, or postmistresses, the reason of their dismissal, and a copy of the charges or complaints against such officials respectively, and of all correspondence with respect to the same ; and of all correspondence, recommendations, petitions, pro- tests and other documents, and of all notes of evidence and of the reports of investiga- tions, where such were held, relating thereto, or to the appointment of successors to fill such offices respectively ; and also the names of all persons appointed to fill the vacancies caused by such dismissals, and of the persons by whom the same respectively were recommended for appointment. Presented March 17, 1914.- — Mr. Emmerson. Not printed. 44 (5"i). Return to an Order of the House of the 16th February, 1914, for a return show- ing the name of the postmaster of the Parish Qf St. Henri de Lauzon, County of Lfvis, who, it is said, was dismissed from office since September, 1911, the reasons for such dismissal, the nature of the complaints made against him, the names of the parties who made those complaints, together with a copy of all correspondence and telegrams relat- ing thereto, the name of the inquiring commissioner, and report of investigation, if any, and of all evidence taken at the investigation, the names of those who recommended the successor, names of the parties by whom the Government was represented at such investigation, with a detailed statement of all the accounts paid or to be paid by any department in connection with the aforesaid dismissal and investigation, the names of the parties who received any money or filed their accounts in cunnection with said investigation, and the amount awarded to or claimed by each of them. Presented March 17, 1914. — Mr. Bourassa Not printed. 44 (5m). Return to an Order of the House of the 23rd February, 1914, for a copy of all letters, petitions, telegrams, evidence, reports, papers and documents, in the possession of the Post Office Department, or any other department, relating to the dismissal of Geo. Skates, postmaster at Appin, Ontario ; and if there was an investigation, the name of the investigator and witnesses, a copy of the evidence and of letters, papers, petitions, recommendations and other documents connected with the appointment of Mr. Skates' successor. Presented March 17, 1914. — Mr. Ross Not printed. 44 fSo). Return to an Order of the House of the 9th March, 1914, for a copy of all charges, correspondence, letters, telegrams and other documents relating to the dismissal of Geo. J. Ryan and Charles Hamlin from the Canadian customs service at Newport, Vermont, and of the appointment of Charles A. Boright and Frank S. Baker to the said positions. Presented March 20, 1914. — Mr. Boivin Not priiUed. 63433— 3i 35 4-5 George V. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S— Continued. 44 (5f)). Return to an Order of the House of the 15th January, 1913, for a copy of all letters, documents, telegrams, reports, correspondence, and recommendations, in any way relat- ing to the dismissal of J. Shaver, employee of the Marine shipyard at Prescott, Ontario. Presented March 20, 1914. — Mr. Law Not printed.. 44 (5«). R:turn to an Order of the House of the 15th January, 1913, for a copy of all letters, documents, telegrams, reports, correspondence, and recommendations in any way relat- ing to the dismissal gf R. Lunay, employee of the Marine shipyard at Prescott, Ontario. Presented March 20, 1914. — Mr. Cnrroll Not printed. 44 (5r). Return to an Order of the House of the 15th January, 1913, for a copy of all letters, documents, telegrams, reports, correspondence, and recommendations in any way relat- ing to the dismissal of J. Slattery, employee of the Marine shipyard at Prescott, Ontario. Presented March 20, 1914. — Mr. Behind Not printed. 44 (5s). Return to an Order of the House of the 15th January, 1913, for a copy of all letters, documents, telegrams, reports, correspondence, and recommendations in any way relat- ing to the dismissal of J. Walsh, employee of the Marine shipyard at Prescott, Ontario. Presented March 20, 1914. — Mr. Chisholm (Inverness) Not printed. 44 (5t). Return to an Order of the House of the 15th January, 1913, for a copy of all letters, documents, telegrams, reports, correspondence, and recommendations in any way relating to the dismissal of W. Gerts, employee of the Marine shipyard at Prescott, Ontario. Presented March 20, 1914. — Mr. Wilson (Laval) Not printed. 44 (5u). Return to an Order of the House of the 15th January, 1913, for a copy of all letters, documents, telegrams, reports, corresiiondence, and recommendations in any way relat- ing to the dis'iiissal of D. Boivard, emp''^yee of the Marine shipyard at Prescott. Ontario. Presented March 20, 1914. — Mr. Kyte Not printed. 44 (5v). Return to an Order of the House of the 15th January, 1913. for a copy of all letters, documents, telegrams, reports, correspondence, and recommendations in any way relat- ing to the dismissal of G. Scott, employee of the Marine shipyard at Prescott. Ontario. Presented March 20, 1914. — 3Ir. Neshitt Not printed. 44 (5w). Return to an Order of the House of the 15th January, 1913, for a copy of all letters, documents, telegrams, reports, corre,spondence, and recommendations in any way relat- ing to the dismissal of J. Offspring, employee of the Marine shipyard at Prescott Ontario. Presented March 20, 1914. — Mr. Warnock Not printed. 44 (5x). Return to ;in Order of the House of the 15th January, 1913. for a copy of all letters, documents, telegrams, reports, correspondence, and recommendations in any way relat- ing to the dismissal of J. Hayes, employee of the Marine shipyard at Prescott, Ontario. Presented March 20, 1914. — Mr. Turriff Not printed. 44 (5y). Return to an Order of the House of the 15th January, 1913. for a copy of all letters, documents, telegrams, reports, correspondence, and recommendations in any way relat- ing to the dismissal of P. Belanger, from the service of tlie IMarine Department at Pres- cott, Ontario. Presented March 20, 1914. — Mr. Proulx Not printed. 44 (5«). Return to an Order of the House of the 15th January, 1913, for a copy of all letters, docuinents, telegrams, reports, correspdndence, and recommendations in any way relat- ing to the dismissal of L. Place, employee of the Marine shipyard at Prescott, Ontario. Presented March 20, 1914. — Mr. Pacaud Not printed. 44 (6a). Return to an Order of the House of the 15th January, 1913, for a copy of all letters, documents, telegrams, reports, correspondence, and recommendations in any way relat- ing to the dismissal of C. Kavanagh, employee of the Marine shipyard at Prescott, Ontario. Presented March 20, 1914. — Mr. Cariell Not printed. 44 (6b). Return to an Order of the House of the 15th January, 1913, for a copy of all letters, documents, telegrams, reports, corresnondence, and recommendations in any way relat- ing to the dismissal of J. Roche, employee of the Marine shipyard at Prescott, Ontario. Presented March 20, 1914. — Mr. Sinclair Not printed. 44 (6c). R'^turn to an Order of the House of the 15th January, 1913, for a copy of all letters, documents, telegrams, reports, correspondence, and recommendations in any way relat- ing to the dismissal of J. Mclnnis. employee of the Marine shipyard at Prescott, Ontario. Presented March 20, 1914. — Mr. McCoig Not printed. 44 (6d). Return to an Order of the House of the 15th January, 1913, for a copy of all letters, documents, telegrams, reports, correspondence, and recommendations in any way relat- ing to the dismissal of E. Scott, employee of the Marine shipyard at Prescott, Ontario. Presented March 29, 1914. — Mr. Demers Not printed. 44 (6e). Return to an Order of the House of the 15th January, 1913. for a copy of all letters, documents, telegrams, reports, correspondence, and recommendations in any way relat- ing to the dismissal of C. Wr'ght, employee of the Marine shipyard at Prescott, Ontario. Presented March 20, 1914. — Mr. Clark (Red Deer) Not prin'cd. 44 (6/). Return to an Order of the House of the 15th January, 1913. for a copy of all letters, documents, telegrams, reports, corresoondence, and recommendations in any way relat- ing to the dismissal of L. Lalonde, employee of the Marine shipyard at Prescott, Ontario. Presented March 20, 1914. — Mr. Bureau Not printed. a6 4-5 George V. Alphabetical Index tc Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S— Continued. 44 (6(/). Return to an Order of the House of the 15th Jlanuary, 1913, for a copy of all letters, documents, telegrams, reports, correspondence, and recommendations in any way relat- ing to the dismissal of H. Birks, employee of the Marine shipyard at Prescott, Ontario. Presented March 20, 1914. — Mr. Charlton Not printed. 44 (6'i). Return to an Order of the House of the 15th January, 1913. for a copy of all letters, documents, telegrams, reports, correspondence, and recommendations in any way relat- ing to the dismissal of W. Jarvis, employee of the Marine shipyard at Prescott, Ontario. Presented March 20, 1914. — Mi: Gauvreau Not printed. 44 (6i). Return to an Order of the House of the 15th January, 1913. for a copy of all letters, documents, telegrams, reports, correspondence, and recommendations in any way relat- ing to the dismissal of J. McDermott, employee of the Marine shipyard at Prescott, Ontario. - Presented March 23, 1914. — Mr. Devlin Not printed. 44 (6j). Return to an Order of the House of the 27th January, 1913, for a cop>' of all letters, documents, telegrams, reports, correspondence, and recommendations in any way relat- ing to the dismi.ssal of George L. Brown, officer in charge of the Dominion lighthouse, Prescott Depot, Ontario, and the appointment of his successor. Presented March 23, 1914. — Mr. Proiilx Not printed. 44 (6fc). Return to an Order of the House of the 15th January, 1913, for a copy of all letters, documents, telegrams, reports, correspondence, and recommendations in any way relat- ing to the dismissal of J. Lane, employee of the Marine shipyard at Prescott, Ontario. Presented March 23, 1914. — M;<. MacNutt Not printed. 44 (60- Return to an Order of the House of the 15th January, 1913, for a copy of all letters, documents, telegrams, reports, correspondence, and recommendations in any way relat- ing to the dismissal of D. Perrin, employee of the Marine shipyard at Prescott, Ontario. Presented March 23, 1914. — Mr. Lemieitx Not printed. 44 (6m). Return to an Order of the House of the loth January, 1913, for a copy of all letters, documents, telegrams, reports, correspondence, and recommendations in any way relat- ing 10 the dismissal of J. A. Mundle, employee of the Marine shipyard at Prescott, Ontario. Presented March 23, 1914. — Mr. Maclean (Halifax) Not printed. 44 (6n). Return to an Order of the House of the 16th February, 1914, for a return showing the name of the postmaster of the Parish of St. Lambert, County of L6vis, who, it is stated, was dismissed from office since September, 1911, the reasons for such dismissal, the nature of the complaints made against him, the names of the parties who made those complaints, together with a copy of all correspondence and telegrams relating thereto, the name of the inquiring commissioner, ana report of investigation, if any, and of all evidence taken at the investigation, the names of those who recommended the successor, names of the parties by whom the Government was represented at such investigation, with a detailed statement of all the accounts paid or to be paid by any department in connection with the aforesaid dismissal and investigation, the names of the parties who received any money or filed their accounts in connection with said investigation, and the amount awarded to or claimed by each of them. Presented March 23, 1914. — Mr. Bourassa Not pr nied. 44 (6o). Return to an Order of the House of the 2nd February, 1914, for a return showing the changes in postmasterships in Bonaventuce County from January 1, 1913, to date, with a list of dismissals, and reasons therefor, and of new appointments, also a copy of all reports, correspondence, petitions and documents generally bearing on this subject; together with a list of post office contracts cancelled in said constituency, with reasons therefor, if any, and of new contracts awarded, with the old rate and the new, and whether tenders were called for, in each case, and whether contracts were awarded to lowest tenderer or not. Presented March 23, 1914. — Mr. Marcil (Bonaventurc) . Not printed. 44 (67J). Return to an Order of the House of the 2nd February, 1914, for a return of all repoi'ts, memorials, correspondence and documents generally, bearing on the dismissal of customs oincials in Bonaventure county from January 1, 1913, to date, together with a statement of salaries paid to old and new officials, and a copy of recommendations on which new officials were appointed, if any. Presented March 25, 1914. — Mr. Marcil (Bonaventure) Not printed. 44 (6q). Return to an Order of the House of the 2nd February, 1914, for a return showing in detail the number of dismissals from office since October 1, 1911, not already brought down, of postmasters in the County of Albert, New Brunswick, together with the names of the dismissed postmasters, the reason of their dismissal, and a copy of the charges or complaints against such officials respectively, also a copy of all correspondence, recommendations, petitions, protests and other documents, and of all notes of evidence and of the reports of investigations, where such were held with respect to the same or relating thereto, or to the appointment of successors to fill such oiMces respectively. And also the names of all persons appointed to fill the vacancies caused by such dis- missals, and the names of the persons by whom the same were respectively recom- n)«-nd-*d for appointment. Presented March 25, 1914. — Mr. Emmerson Not printed. 37 4-5 Georg'e V. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S— Continued. 44 (6»'). Supplementary Return to an Order of the House of the 3rd March, 1D13, for a return showing in detail the number of dismissals from public offices and positions of employ- ment by the present Government since the 11th day of October, 1911, to this date, in the constituency of Queen's, Shelburne, Nova Scotia, in connection with any of the departments of the public service, not including cases in which orders have already been passed ; together with the names of the dismissed officials or emploj-ees, the rea- son for their respective dismissals, the complaints or charges against them, and by whom made ; together with a copy of all correspondence, letters, telegrams and other communications with respect to each such case of dismissal, and of all minutes of evi- dence of investigations, where any such were held and of all reports relating to such dismissals now in the possession of any of the departments of the Government, also the names of all parties appointed to fill the vacancies caused by such dismissals, and the names of the persons by whom the same may have been respectively recommended for appointment; together with a detailed statement of all amounts and expenses paid by any department in connection with the said dismissals and investigations or removals from office. Presented March 26, 1914. — Mr. Law Not printed. 44 (6s). Supplementary Return to an Order of the House of the 10th December, 1912, for a return showing all the public officers dismissed by the present Government in the elec- toral district of Kamouraska, with the names and duties of such persons respectively, the reason for their dismissal, the nature of the complaints brought against them, also of all correspondence relating thereto and reports of inquiries in cases where such have been held. Presented March 26, 1914. — Mr. Lapointe (Kamouy-as'ka.) Not p7-i7ited. 44 (&0- Return to an Order of the House of the 16th February, 1914, for a return showing the name of the postmaster of the Parish of Notre Dame de Charny, County of L§vis, who, it is stated, was dismissed from office since September, 1911, the reasons for such dis- missal, the nature of the complaints made against him, the names of the parties who made those compJa'nts, together with a copy of all correspondence and telegrams relat- ing thereto, the name of the inquiring commissioner, and report of investigation, if any, and of all evidence taken at the investigation, the names of those who recommended the successor, names of the parties by whom the Government was represented at such inves- tigation, with a detailed statement of all the accounts paid or to be paid by any depart- ment in connection with the aforesaid dismissal and investigation, the names of tha parties who received any money or filed their accounts in connection with said investi- gation, and the amount awarded to or claimed by each of them. Presented March 31, 1914. — Mr. Bourassa Not pi-inted. 44 C6u). Return to an Order of the House of the 16th March, 1914. for a copy of all telegrams, letters and correspondence in connection with the dismissal of Charles S. Melanson, postmaster of Corberrie, Digby County, N.S. Presented April 1, 1914. — Mr. Law . Not printed. 44 (6v)- Return to an Order of the House of the 11th February,, 1914, for a return showing reasons for the dismissal of Gordon McDonald, homestead inspector in the Grouard Land Agency, the date of his appointment and of dismissal, and salary at time of dismissal ; also the names of inspector appointed in his place, with date of appointment and salary. Presented April 2, 1914. — Mr. Oliver Not printed. 44 (6w). Return to an Address to His Royal Highness the Governor General of the 17th Feb- ruary, 1913, for a copy of all letters, papers and documents relating to the appointment of W. F. Slack as clerk of works in the Department of Public Works at Ottawa ; a copy of the charges against the said W. F. Slack, which were investigated by Honour- able F. D. Monk, and of all the letters suspending and re-instating the said W. F. Slack ; of the employees memorial, dated May 11, 1912, and addressed to Honourable F. D. Monk ; pra.ving for the retention in office of the said W. F. Slack ; a copy of the charges investigated by Commissioner R. V. Sinclair, of the evidence taken and the reports mada by the said commissioner ; and also of all correspondence, requests, recommendations and orders in council relating to the dismissal of the said W. F. Slack. Presented April 2, 1914. — M7: Murphy Not printed. 44 (ftx). Return to an Order of the House of the 28th April, 1913, for a copy of all correspond- ence, memoranda, reports, telegrams, and of all documents whatsoever, in connection w^ith and having relation to the dismissal of William Brunelle, lighthouse keeper at Pointe a, Citrouille, County of Champlain, Province of Quebec. Presented April 2, 1914. — Mr. Bureau Not printed. 44 (Gjr). Return to an Order of the House of the 23rd March, 1914, for a copy of all documents, correspondence, petitions, recommendations, &c., in connection with the dismissal of Aithur Jjcvesque, light keeper at Grosse Isle, Kamouraska, and with the appointment of his successor? Presented April 7, 1914. — Mr. Lapointe (Kamouraska) . .Not printed. 44 (6«). Return to an Order of the House of the 28th-April, 1913. for a copy of all correspond- ence, memoranda, reports, tele.grams and all other documents whatsoever having refer- ence to the dismissal of L.. Philippe Carignan, lighthouse keeper at Champlain, County of Champlain. Presented April 2, 1914. — Mr. Bureau Not printed. 33 4-5 George V. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S— Continued. 44 (7a). Return to an Order oft he House of the 23rd March, 1914, for a copy of all documents, petitions, correspondence, recommendations, investigations, &c., in connection with the dismissal of Dominique Levesque, lightkeeper at Ri\i&re Quelle wharf. County of K-mouraska, and with the appointment of his successor. Presented April 7, 1914. — Mr. Lapointe (Kaniouraska) .Not printed. 44 (7&). Return to an Order of the House of the 2nd February, 1914 .for a return showing in detail the number of dismi.ssals from public offices by the present Government in the electoral district of Shefford from the 1st of October, 1911. not already brought down to the present date ; together with the names of the dismissed officers, the reasons for their dismissal, the complaints against such officials, names of the complainants in each case, and the names of their successors in office. Presented April 16, 1914. — Mr. Boivin. Not printed. 44 (7c). Supplem.entary Return to an Order of the House of the 10th December, 1912, for a return showing all public officers removed by the present Government in the District of Portneuf, together with the names and duties of each person, the reasons for their dis- missal, the nature of the complaints brought against them, also a copy of all correspond- ence relating thereto and reports of inquiries in cases where such were held. Pre- sented April 16, 1914. — Mi: Delisle Not printed. 44 (7ri)- Return to an Order of the House of the 4th February. 1914, for a copy of all corre- spondence relative to the dismissal of Alex. W. Finlayson, keeper of light on St. Esprit Island, Richmond County, N.S., and to his resignation and the appointment of a suc- ce.=.=or. Presented April 17, 1914. — Mr. Kyte Not printed. 44 (7e). R-turn to an Order of the House of the 4th March, 1914, for a copy of all papers, evi- dence, &c., in connection with the investigation held by the Department of Marine and Fisheries against the light keeper of Cape Cove, County of Gaspe, in 1911. Presented April 17, 1914. — Mr. Lemieiix Not printed. 44 (7/). Return to an Order of the House of the 16th February, 1914. for a copy of all tele- grams, correspondence and documents of all kinds in any way relating to the dismissal or suspension from duty of Dan Cormier, an officer in the life-saving station at Eastern Harbour, Inverness County, Nova Scotia. Presented April 21, 1914. — Mr. Chishohn (Inverness) Not printed. 44 (7(7). Return to Order of the House of the 16th February, 1914, for a copy of all documents ben ring on the appointment and dismissal of Ben. V. Willett, as light keeper at Point Duthie. Quebec, and of the appointment of James Doddridge as his successor, as well as of those bearing on the contemplated removal of that light to Zvlaria wharf. Pre- sented April 21, 1914. — Mr. Marcil (Bomavenlure) Not printed. 44 ("h). Return to an Order of the House of the 12th February, 1914, for a return showing the names of the postmasters who have been dismissed in the County of LSvis since the month of September, 1911 ; the number of the dismissed postmasters, since the month of September, 1911. who have been appointed in the place of postmasters dismissed under the late administration ; and the names of the postmasters who were dismissed under the late administration. Presented April 22, 1914. — Mr. Bourassa. .Not printed. 44 (7i)- Return to an Order of the House of the 2nd March, 1914, for a copy of all correspond- ence, papers, documents, evidence, reports, telegrams, &c., relating to the dismissal of John A. Li. McLellan, late Light keeper at Fish Island, Prince Edv*-ard Island. Presented Ap: il 28, 1914. — Mr. Hughes (Kings, P.E.I.) Not printed. 44 (!})■ Return to an Order of the House of the 6th April, 1914, for a copy of all documents bearing on the dismissal of Thomas Le Blanc, as postmaster of Allard, Bonaventure County, and the appointment of his successor. Presented April 30, 1914. — Mr. Marcil (Bonaventnre) Not printed. 44 C7fc). Return to an Order of the House of (he 21st April, 1913, for a copy of all letters, tele- grams, petitions, complaints, evidence, reports and other documents relating to the dis- missal of William E. Ehler, Lightkeeper, Quoensport, N.S., al.";© a detailed statement of the expenses connected with the investigation, distinguishing the allowance paid the commissioner from travelling expenses and witness fees; and of all papers connected with the appointment of Mr. Ehler's successor. Presented May 5, 1914. — Mr. Sinclair. Not printed. 44 (7/). Return to an Order of the House of the 2nd March, 1914, for a copy of all letters, petitions, telegrams, evidence, reports, papers and documents in the possession of the Post Office Department, or any other Department, relating to the dismissal of Samuel Dickson, postmaster at Seaforth, Ontario, and if there was an investigation, the names of the investigator and witnesses, with a copy of the evidence and of all letters, papers, •petitions, recommendations, or other documents connected with the appointment of Mr. Dickson's successor. Presented May 8, 1914. — Mr. Ross Not printed. 39 4-5 George V. Alpliabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S— Continued. 44 (7m). Return to an Order of the House of the 6th April, 1914, for a copy of all petitions, letters, complaints and other documents relating to the dismissal of Charles McPherson, postmaster at North Riverside, County of Guysborough, N.S., and of all recommenda- tions and correspondence relating to the appointment of his successor ; also a copy of all evidence and of the report of the investigation, if any, and a statement of the expenses of said investigation. Presented May 8, 1914. — Mr. Sinclair Not printed. 44 (7n). Return to an Order of the House of the 9th March, 1914, for a copy of all letters, tele- grams, petitions, notes of evidence, charges, if any, and other papers and documents relating to the dismissal of Christian L. Ehler, postmaster at Queensport, N.S., and of all correspondence, petitions and other papers and documents relating to the appoint- ment of his successor, with a detailed statement of the expenses of the said investiga- tion, if any. Prefiented May 11, 1914. — Mr. Sinclair Not printed. 44 (70). Return to an Order of the House of the 12th March, 1914, for a return showing: — 1. Whether Christian L. Ehler, postmaster at Queensport, N.S., has been dismissed ; and if so, when? 2. Whether the charges against this postmaster were in writing, and by whom the said charges were signed? 3. WV.at the charges were? 4. Wlio conducted the investigation, if any? 5. Whether the investigation took place after the dismissal or before? 6. ^Vhether the commissioner recommended the dismissal of this postmaster? 7. The names of fiie witnesses examined? 8. The expense of the investigation in detail? 9. If the Postmaster General is of the opinion that the evidence taken at the investigation justifled this dismissal? Presented May 11, 1914. — Mr. Sinclair. Not printed. 44 (7p). Return to an Order of the House of the 19th February, 1913, for a copy of all letters, petitions, telegrams, complaints, findings, reports and othor papers in the possession of the Post Office Department, or any Department of the Government, relating to the dis- missal or discharge of James White, postmaster at Sidney, British Columb'^, and if- there vras an investigation, the names of the witnesses examined and a detailed state- ment of the expenses of such investigation ; also of all letters, telegrams, recom.menda- fons and other papers connected with the appointment of his successor. Presented Mav 11, 1914. — Mr. Si^iclair Not printed. 44 (7(7). Return to an Order of the House of the 9th March, 1914, for a copy of the petition, recommendations and other correspondence relating to the change in the location of the post office at Mount St. Patrick in South Renfrew, and the dismissal of the postmaster. Presented May 11, 1914. — Mr. Graham Not printed. 44 (7r). Return to an Order of the House of the 16th February, 1914, for a copy of all docu- ments bearing on the dismissal of the officer in charge of the Port Daniel West, Quebec, lobster hatchery, Edward Dea, and on the appointment of his successor. Presented May 15, 1914. — Mr. Marcil (Bonaventure) Not pimlcd. 44 (7s). Return to an Order of the House of the 20th April, 1914, for a copy of all correspond- ence in connection with the dismissal of A. C. Cameron of Pairlight, Saskatchewan, from his position as mail contractor. Presented May 16, 1914. — Mr. Turriff. Not prinled. 44 (70. Return to an Order of the House of the 16th March, 1914, for a copy of all charges, CO respondence, letters, petitions, telegrams and other documents relating to the dis- missal of Mr. Geo. F. Payne, postmaster at Granby, Shefford County, Quebec, and of the appointment of his successor, Mr. J. L. Dozois N.P., and also of the transfer of the said office from the one to the other, together with a copy of the evidence taken at all investigations held in connection with the said dismissal, appointment and transfer, and of the reports of said investigations. Presented May 16, 1914. — Mr. Boivin. Not printed. 44 (7u). Return to an Order of the House of the 30th March, 1914, for a return showing the names of the postmasters who have been dismissed from the office since 1900, in the County of Portneuf, the number of investigations and the names of those whose cases were investigated. Presented May 16, 1914. — Mr. DcUsle Not printed. 44 (7v). Return to an Order of the House of the 23rd March, 1914, for a copy of all letters, t'siegrams, correspondence, complaints and protests on file, reefrring to the dismissal of the late postmaster at Havre Boucher, N.S., and to the appointment of a successor. Presented May 16, 1914. — Mr. Chisholm (,Antigoni.';h) Not printed. 44 (7to). Return to an Order of the House of the 6th April, 1914, for a copy of all documents, investigations, reports and letters, concerning the dismissal of William Campbell, light ket^T'Cr on the wharf at New Richmond, Quebec, and the appointment of James Robert- son as his successor; together with a copy of recommendations and the letters respect- ing the appointment, if any. Presented May 29, 1914. — Mr. Marcil (Bonaventitre). Not printed. 40 4-5 George V. Alphabetical Index to Sessional Papers. A. 1014 CONTENTS OF VOLUME 28— Continued. 44 (7a;). Supplementary Return to an Order of the House of the 2nd February. 1914. for a return showing in detail the number of dismissals from public offices and positions of employment by the present Government since the first day of February, 1913, to date, in the County of Westmorland, Xew Brunswick, in connection with any of the Depart- ments of the Public Service, except the Post Office Department, together with the names of the dismissed officials or employees, the reasons for their respective dismissal, the complaints or charges against them, and by whom made ; together with a copy of all correspondence, letters, telegrams and other communications with respect to each such case of dismissal and of all minutes of evidence of investigations where any such were held and of all reports relating to such dismissals now in the possession of any of the departments of the Government, or of the Government Railway ^Managing Board, or of the officials of the Intercolonial and the Prince Edward Island Railways ; also the names of all parties appointed to fill the vacancies caused by such dismissals, and the names of the persons by wliom the same have been respectively recommended for appointment : together with a detailed statement of all amounts and expenses paid by any department in connection with the .=aid dismissals and investigations or removals from office. Pre- sented June 2, 1914. — -1/r. Emmerson Not printed. 44 (73/). Return to an Order of the iHouse of the 14th April, 1913, for a return showing the detail and number of dismissals from public offices in the Department of Marine and Fisheries from December 5, 1912. to this date, in the County of Bonaventure, the names of the dismissed occupants, the reasons for their dismissal, the complaints against such officials, and a copy of all correspondence with respect to the same, and of all reports of investigations, where such were held ; as well as a list of the new appointments made by the department, with names, residence, salaries and duties, and a copy of all recom- mendations of such appointments. Presented June 2, 1914. — Mr. Marcil (Bonaventure). Not printed. 44 (72;). Return to an Order of the House of the 4th- May, 1914. for a copy of all complaints and other documents bearing upon the dismissal of J. R. Deiiison as postmaster of Rich- monrl, Quebec, and the appointment of his successor. Pi'esented June 2, 1914. — Mr. Tobin Not printed. 44 (8a). Return to an Order of the House of the 4th May, 1914, for a copy of all correspond- ence exchanged by and with the Department of Inland Revenue and the late J. G. iMousseau and A. M. Coldwell. New Carlisle. Quebec, and David Champoux, Campbell- ton. N.B , cr Restigouche. Quebec, in connection with the dismissal of Arthur B. Cald- well, AssiFtant Inspector of Weights and ^Measures, District of Quebec. Presented June 8, 1914. — Mr. Marcil A'ot printed. 44 (8&). Supplementary Return to an Order of the House of the 3rd iMarch. 1913. for a return showing in detail the number of dismissals from public offices and positions of employ- ment by the present Government since the 11th day of October, 1911, to this date, in the Co inty of Annapolis Xova Scotia, in connection with any of the departments of the public service, but not including cases in which orders have already passed together with the names of the dismissed officials or employees, the reason for their respective dismissals, the complaints or charges against them, and by whom made ; together with a copy of all correspondence, letters, telegrams and other communications with respect to each suclj case of dismissal, and of all minutes of evidence of investigations, where any such were held, and of all reports relating to such dismissals now in the possession of any of the departments of the goveinment ; also the names of all parties appointed to fill vacancies caused by such dismissals, and the names of the persons by whom the same have been respectively recommended for appointment ; together with a detailed statement of ail amounts and expenses paid by any department in connection with the said dismissals and investigations or removals from office. Presented June 8, 1914. — Mr. Chisholm (Antigonish) Not printed. 44 (8c). Partial Return to an Order of the House of the 18th February, 1914, for a copy of all charges, complaints, memorials, correspondence and telegrams, not already produced, relating to officials in any department of the Government since October 10, 1911, the niimber of officials dismissed, reports of investi.gations held in respect of such charges, items of expenditure and cost of each investigation, tlie names of persons appointed to office in the place of dismissed officials, and of all recommendations received in behalf of persons so appointed in the Province of Prince Edward Island. Presented June 12. . 1914. — Ifr. Hughes (Kings, P.E.I.) Not printed. 44 (8d). Return to an Order of the House of the 1st June, 1914, for a copy of all chaiges and complaints, letters, telegrams and correspondence respecting the dismissal of Captain Jeremiah Decoste, mate and craneman, employed on dredge No. r, under Captain Dan Giilis duiing the season of 1912, and of all representations made and correspondence had with the Department of Public Works, or any officer thereof regarding his re-instatement. Presented June 12, 1914. — Mr. Chisholm (Antigoni^h) . . . .Not printed. 45. Return to an Order of the House of the 12th-May, 1913, for a copy of all communications made by tV.e Canadian Forestry Association to the Government between March 31, 1912, and March 31, 1913, with the replies made thereto. Presented January 19, 1914. — Mr. Oliver Not printed. 41 4-0 George V. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S— Continued. 46. Return to an Order of the House of the 16th January, 1913, for a return showing the num- ber of bushels of grain and sacks or barrels of flour which were shipped from Fort William and Port Arthur by vessel during 1912, and the different kinds of grain respec- tively ; to what points were the same shipped in Canada and the United States giving Quantities and kinds respectively, and at what points in Canada was grain or flour received by vessel from the United States, giving the quantities and kinds respectively. Presented January 19, 1914. — Mr. Bennett (Simcoe) Not printed. 47. Return to an Order of the House of the 7th May, 1913, for a copy of the report concerning Indian Titles which was presented to the Superintendent General of Indian Affairs under date of August 20. 1909. Presented January 19, 1914. — Mr. Thompson (Yukon). Not pri7ited. 48. Copy of Order in Council No. P. C. 3002, dated 29th IS^ovember, 1913, in respect to Pensions or Gratuities to officers of the Royal Canadian Navy, in accordance with section 47 of the Naval Service Act, 1910. Presented by Hon. Mi\ Hazen, January 19, 1913. Not pri7ited. 49. Return to an Order of the House of the 26th May, 1913, for a copy of all telegrams, letters, &c.. from the Department of Customs sent to or received from John C. Bourinot, Port Hawkesbury, customs officer, during the years 1895-6-7. Presented January 19, 1914. — Mr. Chisholm {Inverness) Not printed. 49«- Return to an Order of the House of the 26th May, 1913, for a return showing a complete list of the seizures made by John C. Bourinot, during his incumbency as acting preven- tive officer from 1SS4 to 1886 ; also during his term of office as Collector of Customs for the Port of Hawkesbury from 1886 to 1898. also during his term of office of special officer of customs from 1898 to 1912; with the date of each seizure, number of each seizure, name of party from whom seizure was inade, in case of vessels, the nam.es of the vessels ; also the names of the owners of such vessels, the amount of each seizure, name of port where seizure was made, and the amount of the seizures made by him from 1884 to May 1, 1912, for the whole Province of Nova Scotia. Presente dates to each of said newspapers or to the proprietors of the same. Presented May 11, 1914. — Mr. Sinclair Not printed. 82. Return to an Order of the House of the 3rd February, 1913, for a copy of all letters, cor- respondence, reports and other documents in the possession of the Department of Rail- ways and Canals relating to an application by the Central Railway Company of Can- ada to the Honourable Minister of Railways and Canals for the approval of their pro- posed route between Hawkesbury and South Indian. Presented January 22, 1914. — Mr. Proulx Not printed. 83. Return to an Order of the House of the 9th December, 1912, for a copy of all documents, papers, memoranda, rulings, findings, appeals and correspondence relating to any appeal asserted from any decision, ruling or finding of the Board of Railway Commissioners of Canada to the Privy Council of Canada, and the action taken by the Privy Council thereon. Presented January 22, 1914.— ilf?*. Maclean (Halifax) Not printed. 84. Return to an Order of the House of the 7th May, 1913, for a return showing the total cost of the Elmira Branch Railway in Prince Edward Island ; the total amounts paid the contractors, Whitehead Brothers ; the total amount paid by the Government after taking the work off the contractor's hands, and showing the amount paid in wages each month, the names of the men to whom it was paid, the positions they held, and the wages per day to each ; also showing what materials were used, each kind and class, with the cost of each, from whom purchased, and when, and the quantities left over, if any. Presented January 22, 1914. — Mr. Hughes (P.E.I.) Not pi-inted. 85. Return to an Order of the House of the 15th January, 1913, for a copy of all letters, tele- grams, correspondence and documents referring in any way to the claim of the muni- cipalities of Pictou, Antigonish, Guyshoro and St. :VIary's for payment or refund to them of the monies paid by said municipalities for the right of way of that part of the Intercolonial Railway running through the Counties of Pictou, Antigonish and Guys- boro. Presented January 22, 1914. — Mr. Chisholm (Antigonish) Not printed. 85a- Return to an Order of the House of the 12th May, 1913, for a copy of all claims made by H. F. McDougall, of Grand Narrows, N.S., against the Intercolonial Railway, and of all letters, telegrams and other documents in connection with the said claim or claims ; together with the particulars of said claims ; the amount or amounts paid upon said claim or claims ; the particular items of the claim or claims upon which payments, if any, were made ; the date of the filing of the claims and of the payment or payments made thereon; and the total amount paid on said claims or. upon any other claims made by the said H. F. McDougall against the said Intercolonial Railway or the Government of Canada. Presented January 22, 1914. — Mr. Sinclair Not printed. 50 4-5 George V. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S— Continued. 85^- Return to an Order of the House of the 16th February, 1914, for a copy of all documents, letters, petitions, telegrams and evidence heard, reports, &c., in connection with the claims of Eugene Demers and Joseph Olivier, of the parish of St. Nicholas, County of T^evis, for damages arising out of flres caused by the Intercolonial Flailwaj-'s locomo- tives : and, if investigations have been held, a copy of all evidence and documents relat- ing thereto. Presented March 6, 1914. — Mr. Boiirassa Not printed. 850. Return to an Order of the House of the 27th April, 1914, for a copy of all letters, tele- grams, reports, correspondence and documents relative to the claims made for damages from a fire in the village of Hopewell, County of Pictou, which was occasioned by sparks from a locomotive on the Intercolnial Railway. Presented May 13, 1914. — Mr. Macdonald Not printed. 66. Return to an Order of the House of the 14th May, 1913, for a copy of all reports, corre- spondence and other documents on file in the Department of Raiwlays and Canals, relat- ing in any way to a suggested survey and construction of a line of railways from Country Harbour, Guysborough County, N.S., to Cape George, N.S., or any other point in Antigonish County. Presented January 22, 1914. — Mr. Chishohn (Anti!707nsh). Not pi-inted. 86a. Return to an Order of the House of the 29th January, 1912, for a copy of all letters, written to the Right Honourable the Prime Minister, the Honourable the Minister of Railways and Canals, or any other member of the Government since October 10, 1911, by S. R. Griffin. Goldboro. N.S., John S. Wells, White Head, N.S., and G. A. R. Row- lings, Sydney, N.S., relating to the construction of a branch line of the Intercolonial Railway into the County of Guysboro, N.S., also of the replies to the same. Pre- sented January 22, 1914. — Mr. Siticlair Not printed. 87. Return to an Order of the House of the 27th January, 1913, for a copy of the contract entered into by C. R. Scoles, New Carlisle, Quebec, with the Department of Railways and Canals for the completion of the Atlantic and Lake Superior Railway between Caplin and Paspebiac, and of the report of the engineers on such work, of details of payments, and of all documents bearing on such matter. Presented January 22, 1914. — Mr. Marcil Not printed. 88. Return to an Order of the House of the 21st May, 1913, for a copy of all documents, corre- spondence, reports and inquiries, relating to an accident which occurred at Trois Pis- toles, Intercolonial Railway on 10th September, 1912, respecting the death of Arsene Ouellet, and the wounds inflicted on Joseph Gagnon, at the time that these two men were struck by train No. 150 on the above date. Presented January 22, 1914. — Mr. Boulay Not printed. 89. Annual Return respecting Trade Unions under Chapter l25, R.S.C., 1906. Presented by Hon. Mr. Coderre, January 22, 1914 Not printed. 90. Return to an Order of the House of the 29th January, 1913. for a return showing: — 1. What purchases of land have been made by the Dominion of Canada since Con- federation? 2. The amount of money paid for same? 3. The approximate area of land so purchased? 4. In what provinces the said land is now situated? 5. The approximate area in each province? 6. The acreage of school lands set aside by the Government for the Provinces of Manitoba, Saskatchewan and Alberta? 7. The present approximate value of the said school lands so set aside in each of the said Provinces? 8. Tlie number of acres of the said school lands already sold in each of the said Provinces, and the proceeds of such sales, deducting expenses? 9. The acreage of lands set apart at any time by the Government as an endowment to any university, the name of the university, and the Province in which the lands are situated? 10. The number of acres of swamp lands transferred to the Province of Manitoba under the provisions of Chapter 50 of the Acts if 1885 and amendments thereto? 11. The gross amount of cash allowance made at any time by the Federal Govern- ment to each or any Province of Canada, to assist in the construction of necessary Ijublic buildings? 12. The approximate value of the railway, public works and other assets of each of the Provinces of Canada, taken over by the Federal Government at the time that each Province entered the union? 13. The annual compensation made to the Province of Manitoba, Saskatchewan and Alberta, by reason of the fact that they are deprived of the public lands as a source of revenue? 14. The debt allowance to any time placed to the credit of each of the Provinces of Canada by the Federal Government. Presented January 22, 1914. — Mr. Sinclair. Not printed, 6343:!— 4i 51 4-5 George V. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S— Continued. 00a- Supplementary Return to an Order of the House of the 29th January, 1913, for a return showing : — 1. What purchases of land have been made by the Dominion of Canada since Con- federation? 2. The amount of money paid for same? 3. The approximate area of land so purchased? 4. In what Provinces the said land is now situated? 5. The approximate area in each Province? 6. The acreage of school lands set aside by the Government for the Provinces of Manitoba, Saskatchewan and Alberta? 7. The present approximate value of tlie said school lands so set aside in each of the said Provinces? 8. The number of acres of the said school lands already sold in each of the said Provinces, and the vroceeds of such sales, deducting expenses. 9. The acreage of lands set apart at any time by the Government as an endow- ment to any university, the name of the university, and the Province in which the lands are situated? 10. The number of acres of swamp lands transferred to the Province of Manitoba under the provisions of Chapter 50 of the Acts of 1885 and amendments thereto? 11. The gross amount of cash allowance made at any time by the Federal Govern- ment to each or any Province of Canada, to assist in the construction of necessary public buildings? 12. The approximate value of the railway, public works and other assets of each of the Provinces of Canada, taken over by the Federal Government at the time that each Province entered the union? 13. The annual compensation made to the Provinces of Manitoba, .Saskatchewan and Alberta, by reason of the fact that they are deprived of the public lands as a source of revenue? 14. The debt allowance to any time placed to the credit of each of the Provinces of Canada by the Federal Government. Presented March 12, 1914. — Mr. Sinclair. Not printed. 91. Partial Return to an Order of the House of the 12th May. 1913, for a return showing the names and purposes of the several Commissions created by legislation or Orders in Counc-1 since October 12, 1911 ; the names of the members of the several commissioners, with their respective salaries and remuneration ; the names of commissions still in existence; and the names of commissions created since October 12, 1911, which have ceased to exist. Presented January 22, 1914. — Mr. Oliver Not printed. Qla. Partial Return to an Address to His Royal Highness the Governor General of the 4th December, 1912, for a copy of each Commission issued by the Government since October 10, 1911, directing an investigation to be held ; and also for a copy of the evidence taken and the report made in each case that has bsen concluded. Presented Jlanuar>- 22, 1914. — Mr. Murphy Not printc<\ 91 b. Further Supplementary Return to an Address to His Royal Highness the Governor General of the 4th December, 1912, for a copy of each Commi-ssion issued by the Government since October 10, 1911, directing an investigation to be held; and also for a copy of the evidence taken and the report made in each case that has been concluded. Presented February 9, 1914. — Mr. Murphy Not printed. 91c Return to an Order of the House of the 9th December, 1912, for a return showing the number of Commissions formed by the Government s.nce September 21, 1912, the names and the occupations of the Commissioners appointed, their duties, the duration of their services, and their remuneration. Presented February 12, 1914. — Mr. Devlin. Not printed. Bid. Return to an Address to His Royal Highness the Governor General of the 9th February, 1914, for a copy of the Order in Council appointing a Comm ssion for the purpose of beautifying the city of Ottawa and vicintiy, of all correspondence with regard to tli« same, and of all reports made by the commission up to date. Presented March 6. 1914. — Sir W. Laurier Not printed. 9le. Supplementary Return to an Order of the House of the 12th May, 1913, for a return show- ing tho names arid puriioses of the several Commissions created l)y legislation or Orders in Council since October 12, 1911 ; the names of the members of the several commis- sioners, with their respective salaries and remuneration ; the names of commissions still in existence; and the names of commissions created since October i2, 1911, which have ceased to exist. Presented March 9, 1914. — Mr. Oliver Not printed. 91/. Return to an Order of the House of the 9th February, 1914, for a return showing the num- ber and jiarticulars of Commissions appointed or issued under the Inquries Act since October 1, 1911, the purpose or object thereof, the name of the Commissioner or Commis- s oners, and the cost of each to the present time. Presented May 29, 1914. — Mr. Maclean {Halifax) Not printed. 52 4-5 George V. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S— Continued. 92. Partial Return to an Order of the House of the 28th April, 1913, for a return showing: all those who have been holding investigations within the judicial district of Three Rivers, since October 15, 1911, to date, in reference to the conduct of men holding offices from the Dominion Government, the place where each investigation was held, the amount paid to each investigator in each case; the names of the solicitors employed in each case, the post office addresses, and the amount paid in each case to the solicitor. Pre- sented January 22, 1914.— Mr. Bureau Not printed. 93. Return to an Order of the House of the 26th March, 1913, for a return showing whether the Government paid or intends to pay fees and disbursements of the witnesses sum- moned by the commissioners appointed by it in the County of L^vis. to hold inquiries on the conduct of public officers whose dismissal had been requested ; the amoimts which have been paid and to whom, and the sum remaining to be paid for the same purpose. Presented January 23, 1914. — Mr. Boura^sa Not printrd. 93a. Partial Return to an Order of the House of the 4th June, 1913, for a return showin? the total expenditure to date by the present administration in connection with the investi- gation of charged partisan conduct against officials. Presented January 23. 1914. — Mr. Sinclair Not printed. 93b. Partial Return to an Order of the House of the 7th May, 1913, for a return showing in deaail the names of witnesses summoned by Commissiener H, P. Duchemin -.n conne tioii with all investigations held by him in the counties of North Cape Breton and Victoria, South Cape Breton, Inverness and Antigonish, Nova Scotia, and the amounts paid in each such case. Presented January 23, 1914. — Mr. Carroll Not printed. 93c. Return to an Order of the House of the 9th April, 1913, for a return showing in detail the expenditure incurred since October 11, 1911, in connection with investigations held in Bonaventure County by commissioners appointed by the Departments of the Po.'Jt OfFice, Customs, and IMarine and Fisheries into charges made against employees of said depart- ments of offensive political partisanship, together with the names and amounts paid to each of said commissioners in each investigation, as well as details of amounts paid to witnesses and others. Presented January 23, 1914. — Mr. Marcil Not printed. 93rf. Return to an Order of the House of the 26th February, 1913, for a copy of all statements of account for salary or remuneration to the commissioner, and his expenses for wit- ness fees, and all other expenses in connectoin with the investigation by Commissioner Duchemin, of the following, persons in the Ciunty of Guysboro, Nova Scotia namely : — H. L. Tory, fishery officer, Guysboro. John W. Davis, fishery officer, Guysboro. Patrick Shea, postma.ster, Tompkinsville. John M. Rogers, postmaster, East Roman Valley. ^ James Bowles, postmaster. Alder River. Abner M. Carr, postmaster, St. Frangois HarViour. Everett Hadley, postmaster, Oyster Ponds. Parker S. Hart, postmaster, Lower Manchester. S. M. Ferguson, preventive officer. Oyster Pond. Robert Hend.sbee, postmaster. Half Island Cove. ^ A. B. Cox, Manager Reduction Works, Canso. Edward Kelly, engineer, Reduction Works, Can.so. D. S. Hendsbee, weigher. Reduction Works, Canso. Al *x. Roberts, postmaster, Canso. David Sutherland, caretaker, Canso. ^ Henry Han'.on, chief engineer, Hatchery, Canso. Thos. Sullivan, assistant engineer, Canso. W. G. Matthew, cockswain life-boat, Canso. Patrick Ryan, assistant cockswain life-boat, Canso. M. McCutc'heon, postmaster, Sonora. Stanley McCutchcon, preventive officer, Sonora. Freeman Pride, lightkeeper, Sonora. David Reid, fishery officer. Port Hilford. L M. Pye, customs officer, Liscomb. Stanley Hemlow, lightkeeper, I.,iscomb. W. H. Hemlow. keeper storm drum, I>iscom«,. R. C'onroy, postmaster, Country Harbour. John Milward, postmaster, Stormont. A. W. Salsman, postmaster, Lower Country Harbour. W. B. Harris, postmaster. Whitehead. E. r^. Munro, customs officer, Whitehead. W. L. Munro. lightkeeper, Whitehead. Patrick Conway, lightkeeper. Whitehead H. P. Munro. cockswain life-boat. Whitehead. Levi Munro, harbour master. Whitehead. William McKinnon, postmaster, Erinville. .53 4-5 Geoi^e V. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 28— Continued. J. H. McMillan, manager hatchery, Isaac's Harbour. Sanford Langley, postmaster, Isaac's Harbour North. Fred. E. Cox, engineer lobster hatchery, Isaac's Harbour. Simon Hodgson, assistant engineer, Isaac's Harbour. Archibald Brass, postmaster, L. New Harbour. Parker Sangster, postmaster, New Harbour West William Gerrior, customs officer, Larry's River. James M. Webber, lightkeeper, Torbay Point. W. A. Hattie, preventive officer, Mulgrave. J. F. Reeves, postmaster, Mulgrave. John P. Meagher, foreman deck-hand, Mulgrave. Philip H. Ryan, Intercolonial Railway employee, Mulgrave. Alex. Wilkinson, Intercolonial Railway employee, Mulgrave. Alex. Mclnnis, car inspector, Mulgrave. Frank Fcugere, postmaster. Port Felix. Sam. Smith, postmaster, Port Felix, West. Captain Freeman Myers, postmaster, Cole Harbour. George Taylor, postmaster, Beckerton. Stephen C. Richard, lightkeeper, Charlo's Cove. Presented January 26, 1914. — Mr. Sinclair Not printed. 93c. Supplementary Return to an Order of the House of the 7th May, 1913, for a return show- ing in detail the names of witnesses summoned by Commissioner H P. Duchemin in con- nection with all investigations held by him in the Counties of North Cape Breton and Victoria, South Cape Breton, Inverness and Antigonish, Nova Scotia, and the amounts paid in each such case. Presented February 10, 1914.— ilfr. Carroll Not printed. 93/. Return to an Order of the House of the 9th December, 1912, for a return showing when H. P. Duchemin, of Sydney, Nova Scotia, was appointed commissioner to hold investi- gations, the number of investigations held since his appointment, names of officials investigated, if evidence and report in each investigation has been forwarded by Mr. Duchemin to the department interested, if not. in what cases has no evidence and report been submitted, salary or remuneration received in each case, and amount paid for travelling expenses in each case. Presented February 10. 1914. — Mr. Carroll. Not printed. Q3g. Return to an Order of the House of the 23rd February, 1914, for a return showing the expenditures by the Intercolonial Railway in connection with all the inquiries and invesiigations held by H. P. Duchemin, concerning any and all employees of the Depart- ment i)f Railways and Canals, or of the Intercolonail Railway, for any cause whatever, and relating to any complaints or charges, or to any matter of whatsoever nature, giving in detail the items of all accounts or bills of or payments to the said H. P. Duchemin in conne'ction with same, during the years 1912. 1913. and for the year 1914 to date ; together with a statement showing the total amounts paid in each specified investigation and the total paid in each year, for the whole period to the said H. P. Duchemin. Presented March 5, 1914. — Mr. Emmerson Not printed. 937i. Supplementary Return to an Order of the House of the 7th May. 1913, for a return show- ing indetail the names of witnesses summoned by Commissioner H. P. Duchemin in con- nection with all investigations held by him in the Counties of North Cape Breton and Victoria, South Cape Breton. Inverness and Antigonish, Nova Scotia, and the amounts paid in each such case. Presented March 17. 1914. — Mr. Carroll Not printed. 93i. Return to an Order of the House of the 23rd March, 1914, for a return showing in detail the expenses and cost of an inquiry or investigation held by Commissioner Adair, under the authority of the Department of Railways and Canals, into the affairs of the Elec- trical Branch of the Intercolonial Railway at Moncton, and the conduct of .Tohn W. Gaskin :ind others, in relation to their services in said branch or otherwise, held during lhe year 1912; together with the names of tlie commissioner, the agents, attorneys, counsel, constables, police officers, detectives, witnesses or other persons in connection with said inquiry ; the number of days consumed and paid for in the conduct thereof, and the services rendered by each person in connection therewith ; and a detailed state- ment of the sum or sums of money paid to each party therefor, at what rate and th« amounts paid to each witness sworn and in attendance or otherwise, together with a copy Ol all bills, claims or accounts rendered in connection with said inquiry, and of all vouchers for moneys paid, by whom paid and to whom ; with a copy of all letters or other correspondence relating to the appointment of a commissioner, and of counsel to b\' engaged or other officers employed, and relating to the compensation to be paid for seivices, and in connection with any of said bills, accounts, payments and vouchers, with a statement or summary of the total cost of said investigation, showing the number of ra'lway employeos called as witnesses, the witness fees allowed and paid them, and the cases in which their time respectively was not allowed them while absent to give such evii'ence, and the cases to which such time was allowed and no deduction made from their wages or salaries for the period of their absence in attendance at such inquiry as such witnesses respectively. Presented May 13. 1914.- — Mr. Evimerson. . . .Not printed 54 4-5 George V. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 28— Continued. 94. Return to an Order of the House of the 9th December, 1912, for a return showing how many citizens of the United States have been employed by the Government since Novem- ber 1, 1911, in what department employed, their names and occupations and salary paid to each, and also, the number appointed under section 21 of the Civil Service Act. Pre- sented January 24, 1914. — Mr. Murphy Not printed. 95. Return to an Order of the House of the 23rd April, 1913, for a copy of all letters, telegrams, papers and documents in any way relating to the purchase of property at I^ong Beach St. Mary's, Digby County, N.S., for a lobster pond. Presented January 23, 1914. — Mr. Law Not printed. 96. Return to an Order of the House of the 24th February, 1913, for a copy of all requests, petitions, fcc, made to the Government, or any department thereof, by the residents of jMira, County of Cape Breton, for subsidies for boats, wharf accommodations, or in- creased facilities on the Mira river. Presented January 23, 1914. — Mr. Carroll. Not printed. 97. Return to an Order of the House of the 7th ISIay, 1913, for a copy of all reports, corre- spondence, telegrams and other documents in the custody or control of the Militia Depa:tment or the Railway Department, concerning matters brought to the attention of the ^lil tia Department by B. A. Ingraham, of Sydney, N.S., with reference to tlie transportation of the Sydney militia over the Intercolonial Railway in the year 1912. Presented January 23, 1914. — Mr. Carroll Not printed. 98. jNIedical inspection of immigrants at port of entry in Canada. — (Senate Not printed. 99. Public health service, several branches of R.S. engaged in. — (Senafe) Not printed. 100. Proposed harbour at Slcinner's Pond — Surveys made for, &c. — (Senate) Not printed. 101. Investigation held in 1912 re dredging operations in British Columbia. — (Senate). Not printed. lOln. Investigation held by Mr. Wilson, B.C., against Captain Murdock Young. — (Senate). Not printed. 102. Quantities of wheat by grades received at elevators at Fort William. — (Senate). Not pi-inted. 103. Projected railway or highway bridge over the Restigouche River, N.B. Presented January 26, 1914. — Mr. Marcil Not printed. 104. Relating to the employees of the different departments at Ottawa, the provinces, and territories, &c. Presented January 26, 1914. — Mr. Wilson (Laval) Not printed. 104a- Return to an Order of the House of the 11th December, 1912, for a return showing for each department of the Civil Service, the names, ages, oilices and salaries of such per- sons employed either in the inside or outside divisions thereof, and of such persons not in the Civil Service employed by the Government in any department since the 10th October, 1911 ; and in cases where no commission of investigation was appointed, as have been removed from oflice by dismissal, superannuation or otherwise, specifying in each case the manner of, and grounds for such removal, and the length of notice given to the person removed, and the amount of superannuation or gratuity granted, if any; also showing the name, age, office and salary or remuneration of any and every person appointed to the Civil Service in the place of, or as a consequence of any such removal. Presented January 26, 1914. — Mr. Murphy Not printed. 104b. Partial Return to an Order of the House of the 11th December, 1912, for a return show- ing for each department of the Civil Service, the names, ages, offices and salaries of such persons employed either in the inside or out.side divisions thereof, and of such per- sons not in the Civil Service employed by the Government in any department since the 10th October, 1911 ; and in cases where no commission of investigaiton was appointed, as have been removed from office by dismissal, superannuation or otherwise, specifying in each case the manner of, and grounds for such removal, and the length of notice given to the person removed, and the amount of superannuation or gratuity granted, if any ; also showing the name, age, office and salary or remuneration of any and every person appointed to the Civil Service in the place of, or as a consequence of any such removal. Presented February 10, 1914. — Mr. Murphy Not printed. 104c. Further Supplementary Return to an Order of the House of the 11th December, 1912, for a return showing for each department of the Civil Service, the names, ages, offices and salaries of such persons employed either in the inside or outside divisions thereof, and of such persons not in the Civil Service employed by the Government in any department since the 10th October, 1911 ; and in cases where no commission of investigation was appointed, as have been removed from office by dismissal, Kuperannuation or otherwise, specifying in each case the manner of, and grounds for such removal, and the length of notice given to the person removed, and the amount of superannuation or gratuity granted, if any ; also showing the name, age, office and salary or remuneratio- of any and every person appointed to the Civil Service in the place of, or as a consequence of any such removal. Presented March 10, 1914. — Mr. Murphy Not printed. 55 4-5 George V. Alphabe-tical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S— Continued. 104^^ Return to an Order of the House of the 23rd February, 1914, for a return showing the total number of officials and employees in the Department of Public Printing and Stationery on February 1, 1914 ; and the increase in wages granted to the ^seve^al groups of employees during the year 1913. Presented March 18, 1914. — Mr. Murphy. Not printed. 104e. Return to an Order of the House of the 23rd February, 1914, for a return showing how many persons have been appointed to positions in the inside Civil Service since October 10, 1911. who had not passed the public competitive examination held by the Civil Ser- vice Commission in May and November of each year. 2. How many of such persons were appointed in each department. Presented March 23, 1914. — Mr. Murphy Not printed. 104/. Return to an order of the House of the 4th March, 1914, for a return showing how many persons have been appointed to the Inside Service of the Post Office Department by the present Government, with the names of the appointees, the grade each of them was appointed to, and the salary in each case ; how many of these appointees passed the Civ 1 Service examination, and how many did not do so, with the names in each case. Presented April 1, 1914. — Mr. ProuJx: Not printed. 104^- Further Supplementary Return to an Order of the House of 11th December, 1912, for a return showing for each department of the Civil Service, the names, ages, offices and salaries of s.ch persons employed either in the inside or outside divisions thereof, and of such p rsons not in the Civil Service employed by the Government in any department since the ICth October, 1911 ; and in cases where no commission of investigation was appoint'-'l, as have been removed from office by dismissal, superannuation or othei'wise, specifying in each case the manner of, and grounds for such removal, and the length of notice given to the person removed, and the amount of superannuation cr gratuity granted, if any ; also showing the name, age, office and salary or remuneration of any and every person appointed to the Civil Service in the place of, or as a consequence of any such removal. Presented April 2, 1914. — Mr. Murphy Not printed. 104'^- Return to an Order of the House of the 2nd April, 1914, for a return showing how mnay certificates for promotion have been asked from the Civil Service Commissioners since tlie 31st Ma'ch, 1913 ; how many of such certificates have been refused, and to whom, and the reasons given in each case for such refusal. Presented April 16, 1914. — JVfi" Carroll Not printed. 104^- Return to an Order of the House of the 30th March, 1914, for a return showing the salary of each deputy minister; the number of clerks or employees under each of the deputy ministers, or over whose work the deputy is supposed to exercise supervision ; the salary of the Customs Commissioner, and length of time employed. Presented April 23, 1914. — Mr. Chisholm (Invcr^iess) Not printed. 105. Return called for by Section 88, of Chapter 62, Revised Statutes of Canada, requiring that the Minister of the Interior shall lay before Parliament, each year, a return of liquor brought from any place out of Canada into the Territories by special permission in writing of the Commissioner of the Northwest Territories. Presented by Hon. Mr. Roche, January 27, 1914 '■ Not printed. 106. Copy of the Seventh Joint Report of the Commissioners for the Demarcation of the Meri- dian of the 141st Degree of West Longitude. Presented by Hon. Mr. Roche, January 28, 1913 Not printed. 107. Return showing lands sold by the Canadian Pacific Railway Company during the year which ended on the 1st October, 1913. Presented by Hon. Mr. Roche, January 28, 1914. Not printed. 108. Regulations relating to the Parcel Post Service, 1914. Presented by Hon. Mr. Pelletier, January 28, 1914 Not printed. 109. Report of the proceedings of the Commisioners of Internal Economy of the House of Com- mons for 1912-1913, pursuant to Rule 9. Presented by Mis Honour the Speaker, February 2, 1913 Not printed. 110. Return of Orders in Council which have been published in the Canada Gazette between the 1st October, 1912, and 30th November, 1913, in accordance with the provisions of "The Forest lieserves and Park Act," Section 19, of Chapter 10, 1-2 George V. Pre- sented by Hon. Mr. Roche, February 2, 1914 Not printed. 110«- Return of Orders in Council which have been published in the Canada Gazette, between the 1st October, 1912, and 30th November, 1913, in accordance with the provisions of Section 5 of "The Dominion Lands Survey Act," Chapter 21, 7-8 Edward VII. Not printed. IIOI*. Return of Ordors in Council which have been published in the Canada Gazette, between 1st October, 1912, and 30th November, 1913, in accordance with the provisions of Sec- tion 77 of "The Dominion Lands Act," Chapter 20 of the Statutes of Canada, 1908. Not printed. 5G 4-5 George V. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S~Continued, llOc Return of Orders in Council which have been published in the Canada Gazette and in the British Columbia Gazette, between 1st October, 1912, and 30th November, 1913, in accordance with provisions of subsection (d) of Section 3S of the regulations for the Survey, administration, disposal and management of Dominion lands within the 40-mile railway belt in the Province of British Columbia. Presented by Hon. Mr. Roche, February 2, 1914 Not printed. WOd. Return of copies of all Orders in Council, plans, papers and correspondence which are required to be presented to the House of Commons, under a resolution passed on the 20th February, 1882, since the date of the last return, under such resolution. Pre- sented by Hon. Mr. Roche, January 2S, 1914 Not printed. 110^- Return to an Order of the House of the 9th February, 1914, for a copy of all letters, papers, homestead inspector's reports, declarations and of all other documents connected in nny way with the entry and cancellation proceedings against the homestead entry of James Bruce for the southeast quarter section 36, in townshpi 49, range 27, West second meridian. Presented March 6, 1914.- — Mr. Neely Not printed. 110/- Return to an Order of the House of the 9th February, 1914, for a copy of all papers in connection with the disposition of the S.E. J, section 16, township 25, range 5, West fifth meridian. Presented March 10, 1914. — Mr. Oliver Not printed. WOO- Return to an Order of the House of the 16th February, 1914, for a copy of all papers in connection with the S.W. \, 23-16-12 W, 3 M. Presented March 10. 1914. — Mr. Knowlcs - Not printed. llCi- Return to an Order of the House of the 16th February, 1914, for a copy of all papers in connection with the N.E. i-22-ll-5-W. 3 M. Presented March 23, 1914. — Mr. Knoioles. Not printed. llOi. Return to ah Order of the House of the 2nd February, 1914, for a copy of all letters, telegrams and papers concerning coal lands situate in 28-19, 27-18, 27-17 and 28-18 West of the fourth meridian. Presented April 21, 1914. — Mr. Buchanan Not printed. 110;- Supplementary Return to an Order of the House of the 16th February, 1914, for a copy of all papers in connection with the N.E. |-22-ll-5 W. 3 M. Presented May 5, 1914.— Mr. Knoxoles Not pHnted. WOk. Return to an Address to His Royal Highness the Governor General of the 20th April, 1914, for a copy of all documents, letters, telegrams, papers, Orders in Council and agreements of sale, in connection with the sale by the Government of Canada of the following lands in the railway belt in British Columbia, viz. : Townships 23 and 24, range IS ; townships 23 and 24, range 19 ; townships 24 and 25, range 20 ; townships 25, 26 and 27, range 21 ; townships 26 and 27, range 22, all West of the fifth meridian. Presented May 18, 1914. — Mr. Buchanan ^Yof printed. Wbl- Return to an Order of the House of the 27th April, 1914, for a copy of all letters, tele- grams, &c., in the Department of the Interior in connection with the N.W. \ section 20-4, range 16 west of the second meridian. Presented May 18, 1914. — Mr. Turriff. Not printed. llOw. Return to an Order of the House of the 27th April, 1914, for a copy of all papers, letters, telegrams, &c., in possession of the Department of the Interior in connection with the N-*-l-3-16-W. 2-M. Presented May 18, 1914. — Mr. Turriff Not printed. 111. Corresrondence between the Imperial Government and the Government of Canada, and o:h' r documents, relating to Imperial Naturalization. Presented by Hon. Mr. Doherty, February 4, 1914 Not printed. Ilia. Return to an Oder of the House of the 2nd February, 1914, for a copy of all correspond- ence and documents, or other information, as to the passage of an Act in Great Britain and the different Dominions, providing for uniformity of the Naturalization T^aw. Pre- sented February 18, 1914. — Mr. Macdonald Not printed. 112. Account of the average number of men employed on the Dominion Police Foi-ce during each month of the year 1913, and of their pay and travelling expenses, pursuant to Chapter 92, section 6. subsection 2, of the Revised Statutes of Canada. Presented by Hon. Mr. Doherty, February 5, 1914 Not printed. 113. Copy of Agreement between the Government of Canada and the Royal Mail Steam Packet Company, for a steamship service between Canada and the British West Indies. Pre- sented by Hon. Mr. Foster, February 9, 1914 Not printed. 114. Return to an Order of the House of the 2nd February, 1914, for a return showing what changes have been made in the original scheme for terminals of the Transcontinental Railway at the city of Quebec ; the estimated cost of the former : the estimated cost of the said terminals under the present scheme. Presented February 10, 1914. — .Mr. Graham Not printed. 57 4-5 George V. Alphabetical Index to Sessional Papers. A, CONTENTS OF VOLUME 28— Continued. n4f'. Return to an Address to His Royal Highness the Governor General of the 23r(i February, 1914, for a copy of all correspondence between the National Transcontinental Railway Commissioner and the Minister of Railways, and between the National Transcontinental Railway Commissioner and the Canadian Pacific Railway regarding the Joint Terminals at Quebec ; also a copy of the Order in Council regarding joint terminals at Quebec, and of the final agreement regarding same. Presented March 16, 1914. — Mr. Graham. Not printed. 114b. Return to an Order of the House of the 16th March, 1914, for a copy of all contracts by the Department of Railways or the Transcontinental Railway Commission with the Canadian Pacific Railway Company with regard to the establishment of a joint station at the Palais, city of Quebec, and of all correspondence with regard to the same. Pre- sented March 20, 1914. — Sir Wilfrid Laurier Not printed. 115. Return to an Order of the House of the 9th December, 1912, for a return showing ths number of commissioners appointed by the Government since October 10, 1911, to hold investigations, giving their names, the amount paid to each commissioner up to Novem- ber 21, 1912, the number of the said commissioners still under pay, with their names. Presented February 10, 1914. — Mr. Murphy Not printed. 116. Return to an Order of the House of the 31st March, 1913, for a copy of all papers, docu- ments, correspondence, &c., relating to requests for the temporary suspension of the application of the dumping clause of the Customs Tariff Act in reference to wire rods or any other products or articles, made to Department of Customs, or the Department of Finance, since November 1, 1911. Presented February 10, 1914. — Mr. Maclean {Hali- fax) Not printed. 117. Return to an Order of the House of the 20th January, 1913, for a copy of all proposals, offers, agreements, reports, estimates, letters, telegrams and of all other communications or documents in the possession of the Department of Railways and Canals, or of the I'rime Minister of Canada, or of any other department of the Government, filed with fcaid department or any of them, since the first day of January, 1910, relating to or in any way appertaining to the question or proposal of acquiring any or all, or any one of the lines of railways connecting with the Intercolonial Railway, along its line, and Serving as a feeder or feeders of said railway, either by lease, purchase or otherwise, also of all proposals, offers, requests, applications, petitions, memorials, or other docu- ments, and of all letters, telegrams and other communications and correspondence, relat- ing to or in any manner appertaining to the acquisition by any Railway company of running rights, so called, or the securing of a leasehold or other interest Involving the rights by any Railway company to operate its trains over the r.ails of the Intercolonial Railway, together with a copy of all answers, letters, telegrams, correspondence and reports relating thereto, on the files of the Department of Railways and Canals, or of the Prime Minister, or of any Department of the Government. Presented February 10 1914. — Mr. Emmerson Not printed. 117a. Return to an Order of the House of the 2nd February, 1914, for a copy of all correspond- ence, mcm.orials, petitions, engineers' reports and other documents exchanged by or on behalf of the proprietors of the Quebec Oriental Railway and the Atlantic, Quebec and "Western Railway, and the Department of Railways and Canals, since last session, with the view of the acquisition by the Government of these roads as branch lines or feeders of the Intercolonial Railway. Presented March 6, 1914. — Mr. Marcil {Bonavcnture). Not printed. 1176. Return to an Order of the House of the 9th February, 1914, for a copy of all letters, telegrams, petitions, reports, cvorrespondence and other documents on file in any Depart- ment of the Government, or in the possession of any member of the Government, relat- ing to, or in any manner connected with, the proposal to have a spur line or siding to connect the new public wharf at Sackville, N.B., with the Intercolonial Railway at that place, and of all letters, telegrams and other correspondence passed between any person or persons and any member of the Government. Presented March 11, 1914. — Mr. Emmerson Not printed. 117c. Return to an Order of the House of December 9, 1912, for a copy of the report made by Mr. Tessier to the Department of Railways and Canals on a proposed line of railway from Orangertale to Clieticamp in the County of Inverness, N.S. ; and also all petitions, memorials and cori-espondence referring to the proposed line of railway. Presented March 17, 1914. — Mr. Chisholm (Antigonish) Not printed. 117d. Return to an Order of the House of the 23rd March, 1914, for a copy of all petitions, correspondence, engineers' reports of surveys and of all other reports on file, referring to a proposed diversion of the Intercolonial Railway from, at or near Linwood Station, through the districts of Linwood, Cape Jack and to village of Harbour au Bouch§ ; and more particularly of the petitions and reports relating to such diversion filed in or about the years 1887 and 1891. Presented April 7, 1914. — Mr. Chisholm {Antigonish). Not printed. 58 4-5 George V. , Alpliabotical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S— Continued. 117c. Return to an Order of the House of the 23rd March, 1914, for a return showing the names of the successful contractors, with the particulars of their schedule prices respec- tively, on the contracts awarded by the Intercolonial Railway for the work of double tracking from Chaudiere Curve to St. Romuald, Quebec, and the division line from Nelson to Derby Junction, New Brunswick, and the division or spur line from North Sidney to Leitche's Creek, Nova Scotia, with a copy of the reports, correspondence and recommendations relating to the awarding of said tenders or contracts respectively, and also showing the estimate of cost of said works respectively. Presented April 15, 1914. — 3Jr. Emmerson Not printed. 117A Return to an Order of the House of the 16th March, 1914, for a copy of all memoranda, instructions and authorizations issued by the Minister of Railways and Canals since October 11, 1911, relating to the eliminating of the present grades and replacing the light bridges with heavier steel structure on the Intercolonial Railway ; and of all memor- anda, recommendations and reports made by Mr. F. P. Gutelius or the Board of Manage- ment of the Intercolonial Railway thereon. Presented May 6, 1914. — Mr. Kyte. Not printed. 118. Memorandum of special claim on behalf of Prince Edward Island in respect to representa- tion in the House of Commons. Presented by Hon. Mr. Foster, February 10, 1914. Printed for distribution and sessional papers. 118«- Memorandum on behalf of Nova Scotia, New Brunswick and Prince Edward Island, claiming the right to have their original representation in the House of Commons restored. Presented by Hon. Mr. Foster, February 10, 1914. Printed for distribution and sessional papers. 119. Copy of the proceedings and resolutions adopted at the last Interprovincial Conference. Pre- sented by Hon. Mr. Foster, February 10, 1914. Printed for distribution and sessional papers. 119a. Minutes of the Proceedings in Conference of the representatives of the Provinces, Octo- ber, 1913. Presented by Hon. Mr. Borden, March 11, 1914 Not printed, 120. Return to an Order of the House of the 2nd June, 1913, for a copy of the application of Pacifique Leroux for damagi^s sustained by removal of a bridge on the Soulanges Canal, and of all reports and correspondence on the same. Presented February 12, -1914. — Sir Wilfrid Laurier Not printed. 121. Return to an Order of the House of the 20th January, 1913, for a copy of all plans, pro- posals, diagrams, specifications, reports, surveys, requests, correspondence, letters,' tele- grams and of all other communications and documents in possession of the Department of Railways and Canals, relating or in any wise appertaining to the proposed steam ferry service for ajl seasons of the year between the mainland of New Brunswick, or of Nova Scoiia, and Prince Edward Island, whereby a connection could be made b tween the Intercolonial Railway and the Prince Edward Island Railway, by the transfer of railway cars over and across the waters of the Straits of Northumberlanfl by means of said proposed ferry, together with a statement of all estimates and figures as to the total cost of the installation of such ferry, and the items of said estimate or estimates in detail. Presented February 12, 1914. — Mr. Emmerson Not printed. 121«- Return to an Order of the House of the 11th December, 1912, for a copy of all letters, telegrams and other documents relative to the establishment of a car ferry between I'rince Edward Island and the mainland, of the report or reports of any engineers or ■ experts in regard to the said proposal, and of their estimates of the cost thereof, the advertisement calling for tenders therefor, and a copy of any plans, conditions or pro- posed specifications therefor, or in rega.-d thereto, and of any tenders received in response to said advertisement, of the reports, if any, of any officials in regard thereto, and of all data in possession of the Department in respect of said project. Presented February 12, 1914. — Mr. Macdonald Not printed. 122. Return to an Order of the House of the 2nd February, 1914, for a return showing the total amount of liability in the form of temporary loans on the last day of each month during the period between the 1st day of May, 1913, and December 31, 1913, together with, in each case, the rate of interest paid upon said amounts during the same periods. Presented February 12, 1914. — Mr. Maclean {Halifax) '. Not printed. 123. Report of the Royal Commission appointed to investigate the construction of the National Transcontinental Railway, together with the evidence taken and exhibits filed before the said commission. Presented by Hon. Mr. Cochrane. February 12, 1914. Printed for distribution and sessional papers. 123o. Return to an Order of the House of the 23rd February, 1914, for a copy of the assign- ment by M. P. and J. T. Davis in September, 1909, of contracts numbers 16 and 17 on the National Transcontinental Railway to O'Brien, Fowler and McDougall, and of the Transcontinental Commissioner's approval thereof, in the said month of September, 1909. Presented March 4, 1914. — Mr. Graham Not printed. 59 4-5 George V. Alpliabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S— Continued. 123&- Return to an Order of the House of the 18th February, 1914, for a copy of the contract with Mr. Joseph Gosselin for the locomotive and car shops at St. Malo, and of all telegrams, letters and correspondence between the Department and Mr. W. J. Press, mechanical engineer, or the chief engineer, with regard to change of the price of 85 cents per cubic yard for common excavation to the price of $2.30 per cubic yard for frozen earth. Presented March 11, 1914. — Mr. Graham Not printed. 123c. Retuin to an Address to His Royal Highness the Governor General of the 16th February, 1914, for a copy of all papers in any way relating to the tender, original contract, ana amended contract of Mr. Joseph Gosselin for the locomotive and car shops at St. Malo. Quebec, together witli a copy of the advertisements for tenders, the specifications, tha contract, the amended contract, reports of engineers, recommendations to Council, Orders in Council, letters, telegrams, minutes or reports of interviews, and of all other docu- ments referring in any way to the said contract or the amendment thereof. Presented March 11, 1914. — Mr. Graham Not printed. 123d. Return to an Address to His Royal Highness the Governor General of the 23rd Feb- ruary, 1914, for a copy of all correspondence in connection with the appointment of Messrs. Lynch-Staunton and Gutelius as commissioners to investigate the cost of con- struction of the Eastern division of the National Transcontinental Railway, and also of the Order in Council appointing them. Presented March 12, 1914. — Mr. Graham.. Not printed. 123c. Return to an Order of the House of the 23rd February, 1914, for a copy of the report of Geo. S. Hodgins, of New York, regarding the Transcona shops of the Transcontinental Railway, dated June 10, 1912. Presented March 19, 1914. — Mr. Graham. .Not printed. 123A Return to an Order of the House of the 23rd March, 1914, for a copy of all plans and profiles deslgne'I by the engineers, in connection with the intended construction of the Transcontinental Railway from a point called Ste. Claire, County of Dorchester, between the twentieth and thirtieth miles, east of the Quebec Bridge, going through the parishes of St. Malachie, Standon, Cianbourne , Ste. Germaine and Ste. Justine, passing through the towttships of Panet, Rolette and Valois, towards Ste. Perpetue, on the 105th mile east of the Quebec bridge, and of all the information and reports on the nature of land, timber and minerals of the places through which the engineers have been, Showing also how much the railway would have cost per mile had it been built in that part of the country. Presented April 7, 1914. — Mr. Sevigny Not printed. 1239- Return to an Order of the House of the 23rd March, 1914, for a copy of all correspond- ence, messages, nfttitions, and other documents in connection witli the choice of a site intended for the construction of a station at the village of St. Eleuthere, on the National Transcontinental Railway. Presented April 15, 1914. — Mr. Lapointe (Kaviour- aska) Not printed. 123*. Return to an Order of the House for a return showing.— 1. What kind of coaling plants have been provided on the National Transcontinental Railway? 2. How many have been provided? 3. Where they have been constructed? 4. If any tenders were called for them? 5. The name and address^^ of the lowest tenderer. 6. From whom thoy were obtained and at what price? Presented April 15, 1914. — Mr. Macdonald Not printed. 124. Return to an Address to His Royal Highness the Governor General, of the 2nd February, 1914, for a copy of all decisions of the Board of Railway Commisioners made on or after the 10th of October, 1911, on which appeals have been taken to the Governor in Council, and of all decisions given by the Governor in Council on such appeals. Pre- sented February 13, 1914. — Mr. Si^iciair Not printed. 125. Return to an Order of the House of the 2nd February, 1914, for a copy of all rules and regulations made and passed bv the Board, with the approval of the Minister, under the provisions of the Intercolonial and Prince Edward Island Railways Employees' Provident Fund Act, pursuant to section eight of said Act. Presented February 13, 1914. — Mr. Eminerson Not printed, 125a. Return to an Order of the House of the 2nd February, 1914, for a leturn showing in detail the transactions and proceedings of the so-called Provident Fund Board from the 1st day of January, A.D., 1912, to date, with the names of applicants and their addresses and the nature of their employment, for retirement under the provisions of The Inter- colonial and Prince Edward Island Railways Employees' Provident Fund Act, and a statement of the names so retired during that period, showing the amount of t heir respective retiring allowances, tlieir respective terms of service, their respective ages, and the total of the fixed yearly charges upon the said fund made thereby ; together 60 4-5 George V. Alphabetical Index to Seceioiial Papers. A. 1914 CONTENTS OF VOLUME 2S— Continued. ■with a copy of all correspondence, letters, documents and other communications relat- ing to such applications and retirements on file in the Railway Department either at Moncton or at Ottawa, and of all correspondence, letters, petitions or other communica- tions addressed to and r«ceived by the Minister of Railways and Canals, the Depart- ment, or any official thereof, or any member of the Government from any member of Parlament, or other person charged with the responsibility of directing Government or railway patronage, or from any person or persons, club or association assuming to advise or direct with respect to any such patronage, and of all replies made to any such letters, petitions or other communications. Presented March 3, 1914. — Mr. Emmerson Not printed. 126. Return to an Order of the House of the 2nd February, 1914, for a return showing the amounts of receipts and expenditures on the Intercolonial Railway during the months of April, May and June, of 1913, respectively, giving separately the revenue from passenger trains, freight traffic, mails and express and miscellaneous revenue, respecti- vely, with the total thereof during that period ; also the same information respecting the corresponding months of 1912, with the total thereof for that perio.l. Also a state- ment showing the working expenses or expenditure during months of April, May and June of 1913, respectively, giving separately the working expenses or expenditure on maintenance of way and structures, maintenance of equipment, traffic expenses, trans- portation expenses and general expenses ; with the total thereof during that period ; and also the same information respecting the corresponding months of 1912, with the total thereof for the same period ; also a statement showing the cost of transporting freight per ton mile during the period named in the years 1912 and 1913. Presented February 13, 1914. — Mr. Emmerson Not printed. 126a. Return to an Order of the House of the 4th March, 1914, for a return showing the total revenue of the Intercolonial Railway during the fiscal year 1912-191", and the revenue from Campbellton and all stations east of Campbellton, and from those west thereof aa far as Halifax, on the main line, including the branches east of Campbellton, Prince Edward Island Railway excluded. Presented March 17, 1914. — Mr. Boulay. Not printed. 126b- Return to an Order of the House of the 2nd February, 1914, for a return showing the total earnings of the Intercolonial Railway on Division 3 in connection with passen.ger traffic for the calendar years 1910, 1911, 1912 and 1913 respectively, and the monthly passenger traffic earnings for each of the said years; the total expenses or expendi- tures connected with the said passenger traffic on said division during the said years respectively ; together with a statement showing the monthly passenger traffic expenses or expenditures connected with said passenger traffic for each of the months during the said years ; and showing, in addition, the loss and surplus for each of said years and the months thereof respectively, in connection with the passenger traffic on said division 3 between .'^t. John and Halifax; a'.so a statement of the revenue and expenditures on the transactions connected with said passenger traffic over saifl division during the months of December, 1913, and Januai-y, 1914, separately; and also a statement show- ing the gross passenger earnings for December, 1912, and January, 1914, respectively, and the gross expenditures with the passenger traffic for the said months respectively ; together with a copy of all reports, returns, letters and correspondence relating to the earnings, expenditures or losses or surpluses on said divi-ion either in connection with freight or passenger traffic. Presented April 7, 1914. — Mr. Einmerso^i. . . .Not printed. 127. Return to an Order of the House of the 2nd February, 1914. for a return showing tlie names of the employees of all kinds on the Soulanges Canal in the section extending from the foot of the canal to the first bri 130. Return to an Order of the House of the 9th February, 1914, for a copy of all accounts, bills, receipts and vouchers in connection with the services of N. W. White, during 1912 and 1913, as commissioner to inquire into Indian lands in the Province of British Colum- bia. Presented February 17, 1914. — Mr. Maclean {Halifax) Not printed. 131. Return to an Order of the House of the 2nd February, 1914, for a copy of all documents whatsoever relating to the investigation of a claim of Jean Ross or Joseph Ross, of Anqui, County of Rimouski, Province of Quebec, against the Intercolonial Railway, following an accident to a horse, which occurred on the 10th of December, 1906. Pre- sented February 17, 1914. — il/r. Boulay Not printed. 132. Copy of the Order in Council appointing a commission to investigate the cost of living. Presented February 17, 1914. — Sir Wilfrid Laurier Not printed. 133. Statement of the population of Canada and its Provinces and Territories in the years 1871, 18S1, 1891, 1901 and 1911, according to the censuii returns. Presented by Hon. Mr. Borden, February 17, 1914 Not printed. 134. Return to an Order of the House of the 9th February, 1914, for a copy of all protests, if any, by the Grand Trunk Pacific Railway Company, against changes in grades of the National Transcontinental Railway from Winnipeg eastward, and terminal facilities at Quebec ; of all subsequent approvals of such changes, if any, by the Grand Trunk Paci- fic Railway Company, and of all correspondence on the above subject. Presented February 18, 1914. — Sir W. Laurier ' Not printed. 135. Copy of Second Interim Report of the Royal Commission on the natural resources, trade and legislation of certain portions of His Majesty's Dominions, together with the Minutes of Evidence taken in Australia and New Zealand in 1913, in connection there- with. Presented by Hon. Mr. Foster, February 18, 1914 Not printed. 136. Return to an Order of the Senate dated 27th January, 1914, for a copy of the Annual Report made in January, 1913, by the Central Railway Company to the Railway Depart- ment.— {Senate) Not pri7ited. 137. Return to an Order of the Senate dated 27th January, 1914, for a copy of the Annual Report made by the Salisbury and Albert Railway Company to the Railway Depart- ment.— {Senate) Not printed. 138. Return to an Oi-der of the House of the 9th February, 1914, for a copy of all correspond- ence and documents in reference to the matter submitted to Sir William WTiyte by the Government, the Transcontinental Commission or the commission appointed to investi- gate the construction of the National Transcontinental Railway, between the Govern- ment or any member or official thereof, and any ofhcial of the Grand Trunk Pacific Railway Company ; and also of all correspondence between any member or official of either the above named commissions and the Justice Department, concerning the said matter. Presented February 19, 1914. — Mr. Graham Not printed. 139. Return to an Order of the House of the 16th February, 1914, for a return showing the names, salaries and grades of the private secretaries of the members of the Liberal Government on October, 1911 ; the names of the private secretaries employed from time to time by the members of the present Government, and the salary and grade of each. Presented February 19, 1914. — Mr. Murphy Not printed. 140. Return to an Order of the House of the 9th February, 1914, for a return showing how many woollen indu.stries are operated in the country ; where situated, in which prov- ince, and in what city, town or village ; the number of hands employed in each, and the output for each during 1913. Presented February 19, 1914. — Mr. Verville. Not printed. 141. Return to an Order of the House of the 2nd February, 1914, for a return showing the number, location, and mileage of rural mail routes established in Bonaventure County from October, 1911, to date, if any ; together with a copy of all applications, memorials, reports and correspondence generally on this matter. Presented February 23, 1914. — . Mr. Marcil {Bonaventure) Not printed. 141o. Return to an Order of the House of the 2nd February, 1914, for a return showing a tabulated statement of the number of rural mail delivery routes opened since 1911, including the number of boxes used ; also the new mail delivery contracts necessitated by the establishinent of said routes in each county, not already moved for. Pre- sented February 23, 1914. — Mr. Lemieux Not printed. 141b. Return to an Order of the House of the 19th February, 1914. for a return showing the number of rural mail delivery routes which have been established in Nova Scotia, and their names ; and if any of the routes are provided with a daily service. Presented March 2, 1914. — Mr. Sinclair Not printed. 62 4-5 George Y. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S— Continued. 141c. Return to an Order of the House of the 18th February, 1914, for a copy of all docu- ments, petitions, letters, telegrams, &c., exchanged between any one and the Post Office Department, in connection with the establishing of a rural mail service in the Parish of Ste. Marguerite de Blairflndie, County of St. Johns and Iberville, and of all docu- ments, letters and telegrams. &c., relating to the contracts for the conveyance of rural mail in said parish. Presented April 29, 1914. — Mi: Demers Not printed. 141d- Return to an Order of the House of the 20th April, 1914. for a return showing: — 1. Whether the rural postal delivery service has been started in the County of Quebec? If so, when and in what parishes of said county? 2. Whether public tenders have been advertised for such service? If so, when, how many were received and from whom, the amount of each tender, and what tender was accepted? 3. The price of the accepted tender, the name of the tenderer, the condition or conditions of payment, and the length of the contract. Presented April 30, 1914. — Mr. Lachance Not p} inted. 14l€'. Return to an Order of the House of the 6th April, 1914, for a copy of all letters, peti- tions and documents relative to the establishment of a rural mail delivery route fi'om New Glasgow through Mount William, Granton and Abarcrombie, County of Pictou. Presented May 8, 1914. — Mr. Macdonald Not printed. 141/- Return to an Order of the House of the 4th March, 1914, for a copy of all correspond- ence, telegrams, petition, recommendation and other documents relating to the estab- listment, of the rural mail service in the parish of St. Theodore d'Acton. Presented May 16, 1914. — Mr. Marcil (Bo7iaventti,7-e) Not printed. 141 (9). Return to an Order of the House of the 11th February, 1914, for a copy of all peti- tions, letters, telegrams and other -papers relative to the establishment of rural mail deliverj' routes in the County of Pictou since January 1, 1912, together with the num ber of said routes, the carriers on each route, the tenders received in each case for the seivice, a copy of the correspondence in relation to said tenders and their accept- ance, and the post offices closed or to be closed as the result of the establishment of said routes. Presented June 12, 1914. — Mr. Macdonald Not printed. 142. Return to an Order of the House of the 2nd February, 1914, for a return showing what new post offices have been established in the County of L'lslet since 1911 ; the names of the officer in charge of each of them ; the revenue brought ; the expenses incurred by these offices, including the salary and fees of the postmaster and charges for the conveyance of the mails ; if these officers have been asked for by opetitions of the interested ratepayers, and if so, by whom ; the quantity of letters and other postal matters that have passed through each of these offices since they have been established. Presented February 23, 1914. — Mr. Lapointe (Kaniouraska) Not printed. 142a. Return to an Order of the House of the 30th March, 1914, for a copy of all documents, papers, petitions, correspondence, reports, &c., in connection with the opening of a post office under the name of Giasson in the parish of St. Aubert, County of L'lslet. Pre- sented April 22, 1914. — Mr. Lapointe (Kamouraska) A^ot printed. 143. Reiurn to an Order of the House of the 2nd February, 1914, for a return showing the names and addresses, with rank or occupation, of all persons who accompanied the Minister of Militia and Defence to the Old country and Europe during the summer of 1913, and whose expenses were paid wholly or in part by the Dominion Government, or who were paid salary or allowance during such time, with the amount paid to each person. Presented February 23, 1914. — Mr. Carvell Not printed. 144. Return to an Order of the House of the 11th February, 1914, for a copy of all corre- spondence, telegrams and other papers to be found in the Department of the Naval Service in connection with the death and burial, at Montreal, of Joseph LeBlanc, a sailor on D.G.S. Canada. Presented February 23, 1914. — Mr. Sinclair. .Not printed. 145. Return to an Order of the House of the 2nd February, 1914, for a copy of all tenders received for the construction of a salmon hatchery on Nipissiguit river, Gloucester County, N.B., and of the contract awarded. Presented February 23, 1914. Mr. Tur- aeon 2Vo( printed. 146. Return to an Order of the House of the 9th April, 1913, for a copy of all correspondence, telegrams, petitions, affidavits, certificates, reports, complaints and other documents! relating to the resignation of Mr. M. C. Blais, recruiting officer of the Department of Marine and Fisheries from the Government shipyards at St. Joseph de Sorel, and to the appointment of Mr. F. P. Vanasse to this office. Presented February 23, 1914. — Mr. Cardin .Vot printed. fi3 4-5 George V. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S—Co7itinued. 147. Return to an Order of the House of the 9th February, 1914, for a copy of all correspond- ence, letters, telegrams, and other documents relating to industrial disputes during the y.ar 1913, between the operators and employees of any of the companies operating coal mines on Vancouver Island, and disturbances arising out of the same ; and of any cor- respondence, either before or since the year 1913, with respect to any of the said dis- putes. And in particular of all correspondence, letters, telegrams, and other documents to or from the Piime Minister, the Honourable the Minister of Labour or any of the officers of the Department of Labour, respecting attempts at conciliation in connection with these disputes, and to or from the Honourable the Minister of Militia, or any offi- cers of the Department of Militia and the Honourable the Minister of Justice, or any officers of the Department of Justice, respecting the calling out and services of the m litia in connection with said disputes; and a statement of the arrests made and of convictions, if any, for infringement of the laws. Also a copy of the evidence taken and reports of investigations made by the Honourable the Minister of Labour, Mr. Samuel Price, Commissioner appointed by the Department of Labour, and of the Deputy Minister of Labour ; together with a detailed statement of the expenses of all such investigations and expenses otherwise incurred by any of the Departments of the Gov- ernment in consequence of said disputes or difficulties arising out of same. Presented February 23, 1914. — Sir W. Laurier Not printed. 147a- Return to an Address to His Royal Highness the Governor General of the 2nd February, 1914, for a copy of all correspondence, letters, telegrams and reports that have been exchanged between the Government and the strikers and operators of coal mines in British Columbia since the beginning of the strike until the present ; also a copy of all Orders in Council in connection with said strike. Presented February 23, 1914. — Mr. Verville Not printed. 147&- Supplementary Return to an Order of the House of the 9th February, 1914, for a copy of all co/respondence, letters, telegrams, and other documents relating to industrial disputes during the year 1913, between the operators and employees of any of the companies operating coal mines on Vancouver Island, and disturbances arising out of the same; and of any correspondence, either before or since the year 1913 with respect to any of the said disputes. And in particular of all correspondence, letters, telegrams, and other documents to or from the Prime Minister, the Honourable the Minister of Labour or any of the officers of the Department of Labour, respecting attempts at con- ciliation in connection with these disputes, and to or from the Honourable the Minister of Militia, or any officers of the Department of Militia and the Honourable the Minister of Justice, or any officers of the Department of Justice, respecting the calling out and services of the militia in connection with said disputes ; and a statement of the arrests made and of convictions if any, for infringement of the laws. Also a copy of the evi- dence taken and reports of investigations made by the Honourable the Minister of Labour, Mr. Samuel Price, Commissioner appointed by the Department of Labour, and of the Deputy Minister of Labour ; together with a detailed statement of the expenses of all such investigations and expenses otherwise incurred by any of the Departments of the Government in consequence of said disputes or difficulties arising out of same. Presented February 24, 1914. — Sir Wilfrid Laurier Not printed. 148. Regulations, approved by Order in Council , dated the 19th day of January, 1914, for the disposal of petroleum and natural ga.s rights, the property of the Crown in Manitoba, Saskatchewan, Alberta, the Northwest Territories, the Yukon Territory, the Railway Belt in the Province of British Columbia, and within the tract containing three and one-half (3 J) million acres of land acquired by the Dominion Government from the Province of British Columbia, and referred to in subsection (b) of section 3 of the Dominion Lands Act. Presented by Hon. Mr. Roclie, B^ebruary 23, 1914. Not printed. 149.Regulations in regard to grazing leases of vacant Dominion lands, &c. Presented by Hon. Mr. Roche, February 23, 1914 Not printed. 150. Return to an Order of the House of the 9th February, 1914, for a return showing the amounts in detail paid to Ward Fisher, of Shelburne, N.S., fishery inspector, for the years 1912 and 1913 for salary, office expenses, travelling expenses, and all other expenses. Presented February 24, 1914. — Mr. Maclean (Halifax) Not prmted. 151. Return to an Order of the House of the 2nd February, 1914, for a copy of the report of operations at the fishery hatchery at Port Daniel West, for the year 1913. Presented February 24, 1914. — Mr. Marcil (Bonaventure) Not printed. 152. Return to an Order of the House of the 18th February, 1914, for a copy of all corre- spondence, investigations or other documents respecting the loss of a horse killed on the Intercolonial, on the 10th of September last, the property of Johnny Roy, of Amqui. Presented February 24, 1914. — Mr. Boulay Not printed. 64 4-5 George V. Alphabetical Index to Sessional Papers. A. 1914 CC^TTENTS OF VOLUME 2S— Continued. 153. Return to an Order of the House of the 16th February, 1914, for a return showing the increase in freight rates on live-stock, including hoi-ses, carried over the Intercolonial Railway, by the tariff effective May 1, 1913, as compared with the tariff effective April 15, 1909, for the following distances, respectively: — Over 5 and not over 10 miles. " 10 " •' 15 " 15 " " 20 " 20 " " 25 " 1.'5 " " 30 .. 30 .. .. 40 " 40 " " 50 " " 50 " " 60 " " 60 " " 70 " 70 " " SO " SO " " i)0 " " 90 " " 100 " 100 " " 110 " 110 " " 120 " 120 " " ISO " 130 " " 140 " " 140 " " 150 " 150 " " 160 Presented February 24, 1914. — Mr. Kyle ^Vot printed. 154. Return to an Order of the House of the 9th February, 1914, for a copy of all correspond- ence, letters, telegrams, and other documents relative to the report and recommenda- tions of the Board appointed under the Combines Investigation Act to investigate the methods adopted by the United Shoe Machinery Company. Presented February 24, 1914. — Sir Wilfrid Laurier Not printed. 155. Return to an Address to His Royal Highness the Governor General of the 2nd February, 1914, for a copy of memorandum of agreement between the Canadian Government rail- ways and the Canadian Pacific Railway Company, covering the transportation of froi^'.^t and passengers between Halifax and St. John over the Intercolonial Railway, in con- nection with the Canadian Pacific and Allan Line Steamships, carrying British inails, making Halifax the terminal port ; also of all agreements, Orders in Council, petitions^ memorials, regulations or orders of the Department of Railways and Canals, or of any officer or officers of the Intercolonial Railway : of letters or other correspondence, interviews with the Prime Minister and other member or members of the Government^ and representations to the Prime Minister, or other member or members of the Govern- ment, in any manner relating to the said memorandum of agreement ; and of all tele- grams and letters received by the Government, or any member thereof, or sent by them, either in reply or otherwise ; also of all letters, telegrams, representations or other documents relating to the said agreement or in any way connected therewith, received by F. P. Gutelius, the General Manager of the Intercolonial Railway, from the Can- adian Pacific Railway, or from any corporation, persons or body, or sent by him, in reply thereto or otherwise, to the said Canadian Pacific Railway or to any other cor- poration, body or person. Presented February 24, 1914. — Mr. Emmerson. .Not printed. 156. Return to an Address to His Royal Highness the Governor General of the 9th February, 1914, for a copy of all Orders in Council since the 1st of June last in any way altering the rates of duties existing undei-'the Customs Act. Presented February ''4 1914 Rir Wilfrid Laurier \jfot printed. 157. Corresrondence, statements, &c., in respect to certain proposed advances to the Harbour Commissioners of Montreal, for expenditure during the years 1914, 1915, 1916 and 1917. Presented by Hon. Mr. Hazen, February 27, 1914 jV'ot printed. 158. Memorandum of proposed harbour improvements to be made by the Harbour Commis- sioners of Quebec during 1914, out of certain proposed advances to be made to the said commission. Presented by Hon. Mr. Hazen, February 27, 1914 Not printed. 159. Return to an Order of the House of the 2nd February, 1914, for a copy of all papers correspondence, telegrams, &c., between the Department of Trade and Commerce and any person or persons, companies or corporations. In the years 1912 and 1913, respect- ing a steamship service between St. John, N.B., and Beai- River, N.S., and intermediate points, and the matter of the payment of a subsidy therefor. Presented March 2 1914. — Mr. Maclean ( Halifax) ' Yo« printed. 160. Return to an Order of the House of the 2nd February, 1914, for a copy of the reports made by the proprietors of the steamer Canada, on which the subsidy was paid to them for the season of 1913, for the service between Campbcllton, n!b., and Gasp<'^ Que. ; together with a copy of all complaints regarding the said service and of the corre- spondence, reporui and documents in the possession of the Department of Trade and Commerce in that connection in the said year. I'resented March 2, 1914.^M»-. Marcil ( Bonaventurey Not printed. G31.33— 5 65 4-5 George V. Alphabetical Index to Sessional Pai)crs. A. 1914 CONTENTS OF VOLUME 2S— Continued. 161. Return to an Order of the House of the 4th February, 1914, for a return showing what sum or sums of money, If any, have been expended by the Government since the 21st of September, 1911, in the County of Wright, Quebec, and how such money has been expended. Presented March 2, 1914. — Mr. Devlin Not printed. 162. Return to an Order of the House of the 26th February, 1914, for a return showing: — 1. How many temporary clefks were employed in the Library of Parliament during the Sessions of 1911-1912 and 1912-1913, their names and the salary paid to each for such service, and the total so paid? 2. How many temporary clerks are at present so employed, their names and salaries respectively? 3. If any temporary clerks were employed in said library, during the Session of 1910-1911; if so, how many? 4. What was the then number of permanent clerks in the library, and the present number of temporary clerks employed in said library? 5. Why temporary clerks are employed in said library in positions superior to and at higher pay than that paid to permanent clerks? Presented March 3, 1914. — Mr. Turgeon Not printed. 163. Return to an Address to His Royal Highness the Governor General of the 2nd February, 1914, for a coijy of all correspondence, telegrams, memoranda, Orders in Council, instructions to officers, regulations and other papers and documents relating to a change in the regulations governing the fishing of salmon in the St. John River, above tidal water. Presented March 3, 1914. — Mr. Sinclair Not printed. 164. Return to an Order of the House of the 2nd February, 1914, for a copy of all letters, tele- grams and correspondence in any way relating to the appointment of men in any way connected with the salmon fishing pond at Margaree during the year 1913. Presented March ^, 1914. — Mr. Chisholm (Inverness) Not printed. 165. Return to an Order of the House of the 2nd February, 1914, for a copy of all tenders received in 1912 for the construction of a breakwater at Green Point, Gloucester County, N.B., and of all correspondence, letters and telegrams showing why the contract was not awarded to lowest tenderer. Presented March 3, 1914. — Mr. Turgeon. .Not printed. 166. Return to an Order of the House of the 2nd February, 1914, for a copy of all correspond- ence, letters, telegrams, &c., touching in any way the work done on Lingan Beach, South Cape Breton, under Superintendent H. D. McLean. Presented March 3, 1914. — . Mr. Carroll Not printed. 167. Return to an Order of the House of the 2nd February, 1914, for a copy of all papers, advertisements, tenders, bids, contracts, reports, vouchers, accounts, receipts, correspond- ence, &c., in connection with a wharf recently constructed at Gold River, Lunenburg County, N.S. Presented March 3, 1914. — Mr. Maclean (Halifax) Not printed. 168. Return to an Address to His Royal Highness the Governor General, of the 9th February, 1914, for a copy of all documents. Orders in Council, correspondence, telegrams, tenders, accounts, vouchers, part, &c., in connection with the construction of a bridge or work be- tween the mainland and an island, known as Boutilier's island, at South West Cove, Lunenburg County, N.S. Presented March 3, 1914. — Mr. Maclean (Halifax). .Not printed. 169. Return to an Order of the House of the 9th February, 1914, for a copy of all advertise- ments, tenders, contracts, documents, letters and correspondence relating to the supply of coal for the Government public buildings at Lunenburg, N.S. Presented March 3, 1914. — Mr. Macdonald Not py-inted. 170. Return to an Order of the House of the 2nd February, 1914, for a comparative statement of the quantity of cubic yards of dredging done by the Restigouche, or dredge No. S, on the outside bar of Bathurst Harbour, during the seasons of 1910, 1911, 1912 and 1913. Presented March 3, 1914. — Mr. Turgeon Not printed. 170o- Return to an Order of the House of the 2nd February, 1914, for a copy of all tenders received for the dredging in Bathurst Harbour, and of the contract awarded. Presented March 3, 1914. — Mr. Turgeon Not printed. 170^- Return to an Order of the House of the 2nd February, 1914, for a copy of all correspond- ence, letters and telegrams relating to the deposit of sand and mud dumped into the southwestern channel by the contractors of dredging in Bathurst Harbour. Presented March 3, 1914. — Mr. Turgeon Not printed. 171. Return to an Address to His Royal Highness the Governor General of the 9th February, 1914, for a copy of all correspondence, telegrams, petitions and memorials received by the Right Honourable R. L. Borden, Premier of Canada, or the Minister of Railways and Canals, from J. A. Gillies, Esq.. Sydney, N.S., or from any resident of the County of Richmond, N.S., relative to the purchasing of the Cape Breton Railway by the Gov- ernment and the building of a line of railway from St. Peters to Sydney and Louisburg, and of replies thereto. Presented March 3, 1914. — Mr. Kyte Not printed. 66 4-5 George V. Alphabetical Index to Sessioaal Papers. A. 1914 CONTENTS OF VOLUME 2B—Co7itinued. 172. Return to an Order of the House of the 2nd February, 1914, for a return showing: 1. The names of all proprietors from whom land and property have been expro- priated for the purpose of the Halifax Ocean Terminals between Three Mile House ano the proposed site of the railway and shipping terminals? 2. The price or amount of damages paid therefor, or the amount offeerd and accepted in the case of each proprietor? 3. The amount offered or tendered each proprietor for damages and which has not been accepted. 4. The quantity of land and nature of property so expropriated from each pro- prietor. Presented March 3, 1914. — Mr. Maclean (HaKfax) Not p?TOteri. 172«- Return to an Order of the House of the 2nd February. 1914, for a dopy of all advertise- ments, tenders, papers, documents, letters and correspondence relating to the construc- tion of the railway from Three Mile House at Bedford Basin to Halifax Harbour, and also to the piers or wharfs and sea walls in connection with the proposed Halifax Ocean Terminals. Presented March 16, 1914. — Mr. Maclean (Halifax) Not printed. 173. Return to an Order of the House of the 2nd February, 1914, for a copy of all agreements, correspondence, papers and documents referring to any arrangement made between the Intercolonial Railway of Canada and the Canadian Pacific Railway in the year 1913, relating to the hauling of Canadian Pacific Railway freight and passenger trains be- tween St. John and Halifax, connecting with any transatlantic steamship lines at Hali- fax, during the winter season of 1913-14. Presented March 4, 1914. — Mr. Maclean (Hali- fax) Not printed. 174. Return to an Order of the Hou.^e of the 20th January, 1913, for a copy of all recommenda- tions, correspondence, letters, telegrams and reports now on file in the Department of Justicft. relating to the vacancy in the office of deputy warden of the Dorchester peni- tentiary, and the appointment of a successor to Mr. A. B. I'ipes, who was promoted from the position of deputy warden of Dorchester penitentiai'v to that of warden. Presented March 4, 1914. — Mr. Emmerson Not printed. 175. Correspondence between the City of Ottawa and the Government, on the subject of a pure water supply for the city and Government buildings. Presented by Hon. Mr. Borden. March 4, 1914 Not printed. 176. Return to an Order of the House of the 2nd Februai-y, 1914, for a copy of all letters, corre- spondence, telegrams and all other documents between the Department of Railways and Canals and Archer, Macdonald, E. Montpetit. C. A. Harwood, and A. Marceau, local engineer. St. Amour, Superintendent of the Canal of Soulanges, L. A. Sauve, and others, respecting the tearing down of several houses and dependencies erected on the Govern- ment grounds at Pointe Cascades, the property of the said L. A. Sauv§. Presented March 5. 1914.— Jl/r. Boyer Not printed. 177. Return to an Order of the House of the 23rd February, 1914, for a copy of all agreements between the Transcontinental Railway Commission and the Canadian Northern Railway for the use of the line of the said company by the trains of the Transcontinental Rail- way from Cap Rouge to the shops at St. Malo. Presented March -5, 1914. — Sir Wilfrid Lanrier Not printed. 178. Return to an Order of the House of the 23rd February, 1914, for a copy of all correspond- once between the Minister of Railways or the Transcontinental Railway Commission and the Quebec Harbour Commission, with regard to the construction by the said Har- bour Commission of a line of railway to connect the said Transcontinental Railway from Champlain Market with the proposed Union Station at the Palais, and of all contracts by the said Harbour Commission towards that end. Presented March 5, 1914. — Sir Wilfrid Laurier Not printed. 179. Return to an Order of the House of the 9th February, 1914, for a copy of all advertise- ments, tenders, contracts and correspondence in connection with the proposed New London Branch of the Prince Edward Island Railway. Presented March 5, 1914. Mr. Graham ^rot printed. 180. Return to an Order of the House of the 4th February, 1914, for a return sh.ovving the total amount of available cash on deposit to the credit of the Government of Canada on the last day of each month between April 1, 1913, and December 31, 1913. Presented March 5, 1914. — Mr. Maclean (Halifax) T^o^ printed. 181. R'^'turn to an Order of the House of the 4th February, 1914, for a return showing the following particulars respectively, of all loans placed or extended by the Government of Canada, upon the London market during the calendar years 1912 and 1913: Loan, date and copy of prospectus ; price in prospectus and price reali7,ed ; date on which loati matures; rate per cent; total issue; amount realized; charges including discount for immediate payments, *c. ; net amount of cash realized ; and the annual effective rate of interest per unit. Presented March .=5, 1914. — Mr. Maclean (Halifax) . . . .Not printed. 63433—5* 67 4-5 George Y. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S— Continued. 182. Return to an Order of the House of the 9th February, 1914, for a return showing the number of farm labourers and public servants respectively, placed by the Government employment agents during the years 1912 and 1913 ; also the counties where placed and amount of bonus paid. Presented March 6, 1914. — Mr. Sutherland Not printed. 183. Return to an Order of the House of the 26th February, 1914, for a return showing:- — 1. What chartered banks in Canada have gone into liquidation since Confederation, and at what date in each case ; 2. The loss in each case to the depositors, the note holders and the stockholders respectively ; 3. What relief, if any, was given in each case by the Government to any of the parties suffering loss. Presented March 6, 1914. — Mr. Neely Not printed. 184. Retuin to an Order of the House of the 11th February, 1914, for a return showing the number of binders, reapers, mowers, ploughs, seeders, and cultivators exported from and imported to Canada, with their value respectively, in each of the years 1910, 1911. 1912 and 1913. Presented March 6, 1914. — Mr. Neely Not printed. 185. Return to an Order of the House of the 23rd February, 1914, for a return showing the number of cattle exported from Canada to the United States in the months of October, November and December, 1913, and January, 1914, and for the corresponding months in 1912 and 1913. Presented March 6, 1914. — Mr. Maclean (Halifax) ... .Not printfd. 186. Return to an Order of the House of the 23rd February, 1914. for a return showing the quantities and varieties of fish exported from Canada to the United States in the months of October. November and December, 1913, and January, 1914, and for the correspond- ing months in 1912 and 1913. Presented March 6, 1914. — Mr. Maclean (Halifax). Not vrinted. 187. Return to an Order of the House of the 26th February, 1914, for a return showing: — 1. Who were, from incorporation, and who are, the officers and directors of the Grand Trunk Pacific Railway Company ; 2. The amount of capital stock of said company, the amount paid up, and who are the holders of such paid up stock, and the amount held, and still held, by each; 3. Tf this company, or a subsidiary company, has contracted to build any portion of the National Transcontinental Railway ; and, if so, the total amount of their con- tracts for Buch work ; 4. What poition of such contracts or work was sublet, and on sucli sublet contracts what profit was made by the said company. Presented March 6, 1914. — Mr. Middlchro. Not printed. 188. Report of the Board of Inquiry appointed to investigate and verify the claims of appli- cants for Fenian Raid Volunteer Bounty in the Province of Nova Scotia. Presented by Son. Mr. Hughes. March 9, 1914 Not printed. 188a- IJst of applicants, in Nova Scotia, for the Fenian Raid Volunteer Bounty whose claims have been anproved. — List of Fenian Raid Volunteer Bounty applicants, in Nova Scotia, received to December 31. 1913. but not yet considered. Presented by Hon. Mr. Hughes, March 9. 1914 Not printed 189. Return to an Order of the House of the 12th February, 1914, for a return showing what was the local minimum rate of freight on small parcels on the Intercolonial Railway prior to October 10, 1911, and also the present rate on the same. Presented March 9, 1914. — Mr. Sinclair Not printed. 190. Return to an Order of the House for a copy of all correspondence, reports, evidence taken, and of all other papers in the possession of the Minister of Railways and Canals, relat- ing to the investigation recently held by Mr. Ferguson. M LA., concerning the affairs of the Trent Valley Canal. Presented March 9. 1914. — .1/r. Burnham. Report only printed for distrlhutioji and sessional papers. 191. Return to an Order of the House of the 16th February. 1914, for a copy of all papers necessary to convey full information as to the charter, outfit and instructions of the Karluk and auxiliary vessels; the names, rank, pay and terms of engagement of their olTicers and crews ; and of all communications received from Mr. V. Steffansson. or any other person who has received such a communication, written after the expedition sailed for the Arctic Ocean. Presented March 10, 1914. — Mr. Oliver Not printed. 192. Return to an Order of the House of the 2nd February, 1914, for a return showing the number of towns in the Province of Ontario which have a population larger than the town of Chesley, South Riding of Bruce, which was 1.734, according to the last census ; also the number of such towns served by letter boxes on the street. Presented March 10, 1914. — Mr. McCrancy Not printed. 193. Return to an Order of the House of the 2nd February. 1914, for a return showing the names of the promoters of the National Drop Forge Company. Limited, and the powers asked by and given to said company by letters patent. Presented March 10, 1914. — Mr. Lemicit-x Not printed. es 4-5 George V. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S— Continued. 194. Return to an Order of the House of the 2nd February, 1914, for a return showing the names of the promoters of the Canadian Contracting Company, and the powers asked by and given to said company by letters patent. Presented March 10, 1914. — Mr. Lemieux Not i)ri7ited. 195. Return to an Order of the House of the 4th February, 1914, for a copy of all papers, letters, telegrams, reports, inquiries and documents or other communications had with any of the Departments of the Government, particularly with the Interior, Customs and Marine and Fisheries Departments, relating to Gustavas A. Colpitts, a Canadian citizen returning as a passenger on the Royal Mail Steamship Empress of Briiain, in September, 1911, who alleged that he was not allowed by officers of the Government to disembark at Rimouski from said steamship. Also a copy of all letters, correspondence or other communications received by any members of the Government, particularly by the M nister of Marine and Fisheries, and by. any Department of the Government, from the said Gustavas A. Colpitts, who was at the time a student at Mount Allison University, Sackville, New Brunswick, and of all letters or other communications sent in reply thereto. Presented March 10, 1914. — Mr. Emmerson Not printed. 196. Xuml^er of Chinamen entering Canada during years 1911-12-13, &c. — (Senate.). Not printed. 197. Return to an Order of the House of the 23rd February, 1914, for a copy of all letters, papers, plans, correspondence, memoranda and other documents relative to the shorten- ing of distances on the Intercolonial Railway between Pictou and Port Mulgrave, and to the construction of a new bridge at Pictou in connection therewith. Presented March 12, 1914. — Mr. Macdonald Not printed. 198. Return to an Order of the House of the 23rd February, 1914, for a copy of all letters, telegrams, correspondence, leases and other documents relating to the cutting of lumber by Mr. B. F. Smith from the so-called Tobique Indian reserve, in the Province of New Brunswick, and of all recommendations with reference thereto, made by the Indian agent for that portion of the Province, or any other official of the Department in the said Province ; together with a statement of the lumber cut by said Smith from said reserve, with the rates of stumpage charged and amounts paid since January 1, 1912. Presented March 12, 191i.— Mr. Carvell Not printed. 198«. Return to an Order of the House of the 23rd February, 1914, for a copy of all corre- spondence, letters, telegrams, memorials, petitions, &c., relating to the sale or transfer of the Indian reserve at Sydney, N.S., and the removal of the Indians therefrom. Pre- sented March 17, 1914. — Mr. Kytc Not printed. 198^'- Return to an Order of the House of the 23rd March, 1914, for a copy of all the instruc- tions issued to C. P. Fullerton and Fawcett Taylor, or either of them, in reference to the St. Peter's Indian reserve. Presented April 8, 1914. — Mr. Oliver Not printed. 199. Return to an Order of the House of the 11th February, 1914, for a copy of all corre- spondence, letters, telegrams and other documents relative to the purchase for the Inter- colonial Railway of a quantity of coal in the United States, within the past few months. Presented March 12, 1914. — Mr. Macdonald Not printed. 199«. Return to an Order of the House of the 2nd February, 1914, for a return showing: 1. When the Intercolonial Railway and the Prince Edward Island Raliway last called for tenders for its coal supply, and when the tenders were returnable? 2. The number of tenders received, the names of the tenderers, and their respec- tive prices? 3. The date of the last contract or contracts for coal for the Intercolonial Railway, and who was the contractor or contractors respectively? 4. The names of the successful tenderers, as the result of the last call for tenders, and their prices respectively? 5. The amount in tons of the contract made with each, and at what prices per ton respectively? 6. If any coal was purchased for the Government system of railways in the United States since March 31, 1913? If so, by whom, from whom, and through whom it was purchased, and at what price, the cost per ton delivered, inclusive of commissions to the railways. Presented March 18, 1914. — Mr. Etnnicrson Not printed. 199^. Return to an Order of the House for a return showing whether the Government has pur- chased any coal, freight or passenger cars during the past six months for the Inter- colonial Railway ; if so, from whom and in what quantity ; the price paid in each case ; if any tenders were called for the same ; who the tenderers were and the amount of each tender. Presented April 6, 1914. — Mr. Macdoiuild Not printed. 200. Return to an Order of the House of the 4th March, 1914, for a return showing the freight rates on flour, hay, oats, lumber and firewood per 100 lbs. or per ton, between Bathurst, N.B., and Nepisiguit Junction, Red Pine, Birtibogue, Beaver Brook, and between Bathurst, Berresford, Petit Rocher and Belledune, before the changes made in August, 1913, and the freight rates on the same articles, between the same points, under the new schedule of rates. Presented March 16,1914. — Mr. Turgeon Not printed. 69 4-5 George V. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S— Continued. 201. Return to an Order of the House of the 11th February, 1914. for a copy of all contracts, accounts, bills, memoranda, letters, correspondence, receipts, vouchers, bills of lading, &c., referring: to all materials, provisions, supplies and goods of every description pur- chased and forwarded to Port Nelson during the year 1913, by any Department of the Government of Canada, and agreements for employment of workmen in connection with the construction of the Hudson Bay Railway terminals at Port Nelson. Presented March 18, 1914.— Jfr. Maclean (Halifax) ^^ot printed. 202. Return to an Order of the House of the 9th February, 1914, for a copy of all papers, letters or other correspondence, instructions, reports, valuations, appointment of valuators, or appraisers, appraisements, abstracts of titles, deeds or other conveyances, in any Department of the Government or in the railway offices at Moncton, relating to, or in any manner connected with, the purchase by the Intercolonial Railway of a prop- erty in Moncton, N.B., at the corner of Archibald and Main streets in said city, form- erly owned in his lifetime by the late P. S. Archibald, C.E., and now occupied by the General Superintendent of the Intercolonial Railway, F. P. Brady, as a residence ; together with a copy of all bills, accounts and statement of expenditures for repairs made on the buildings of said property ; and also of accounts, commissions and bills paid to solicitors, attorneys or other agents, for searches, conveyances, and a statement of all moneys paid for charges and expenses in connection with such purchase or the procuring of a deed of said property? Presented March 16, 1914. — Mr. Emmerson. Not printed. 202a. Supplementary Return to an Order of the House of the 9th February, 1914, for a copy of all papers, letters or other correspondence, instructions, reports, valuations, appointment of valuators, or appraisers, appraisements, abstracts of titles, deeds or other conveyances in any department of the Government or in the railway offices at Moncton, relating to, or in any manner connected with, the purchase by the Inter- colonial Railway of a property in Moncton, N.B., at the corner of Archibald and Main streets in said city, formerly owned in his lifetime by the late P. S. Archibald, C.E., and now occupied by the General Superintendent of the Intercolonial Railway, F. P. Brady, as a residence; together with a copy of all bills, accounts and statement of expenditures for repairs made on the buildings of said property ; and also of accounts, commissions and bills paid to solicitors, attorneys or other agents, for searches, con- veyances, and a statement of all monies paid for charges and expenses in connection with such purchase or the procuring of a deed of said property. Presented March 26, 1914. — Mr. Emmerson Not printed. 202&. Further Supplementary Return to an Order of the House of the 9th February, 1914, for a copy of all papers, letters or other correspondence, instructions, reports, valuations, appointment of valuators, or appraisers, appraisements, abstracts of titles, deeds or other conveyances in any department of the Government or in the railway offices at Moncton. relating to, or in any manner connected with, the purchase by the Inter- colonial Railway of a property in Moncton, N.B., at the corner of Archibald and Main streets in said city, formerly owned in his lifetime by the late P. S Archibald, C.E., and now occupied by the General Superintendent of the Intercolonial Railway, F. P. Biady, as a residence ; together with a copy of all bills, accounts and statement of expenditures for repairs made on the buildings of said property ; and also of accounts, commissions and bills paid to solicitors, attorneys or other agents, for searches, con- veyances, and a statement of all monies paid for charges and expenses in connection with such purchase or the procuring of a deed of said property. Presented April 1, 1914. — Mr. Emmerson Not printed. 203. Return to an Order of the House of the 4th March, 1914, for a return showing the freight rates under the old tariff of the Intercolonial Railway, per 100 lbs. or per ton, on fresh, di-ied and cured fish, molasses, coal oil, nails, hardware and anthracite coal from Glou- cester Junction and Bathurst station to and from St. John, and the present rates for the same articles between the snme points. Presented March 17, 1914. — Mr. Turr/eon. Not printed. 204. Return to an Order of the House of the 23rd February, 1914, for a return showing all smelt fishing licenses issued in the County of Pictou during the past season, and of all corre.'spondence in reference to the same. Presented March 17, 1914. — Mr. Macdonald. Not printed. 204«- Supplementary Return to an Order of the House of the 23rd February, 1914, for a return showing all smelt fishing licenses issued in the County ot Pictou during the past season, and of all correspondence in reference to the same. Presented April 17, 1914. — Mr. Macdonald Not pi-inted. 205. Return to an Order of the HoU6e of the 2nd February. 1914, for a copy of all documents concerning the latest changes in the lobster fishing regulations at Magdalen Islands. Presented March 17, 1914. — Mr. Lemieux Not printed. 70 4-5 George V. Alpliabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S— Continued. 206. Return to an Order of the House of the IGth February, 1914, for a copy of all correspond- ence, telegrams, tenders and documents connected in any way with the supplying of coal to the lobster hatchery at Margaree during the years 1910-1911, 1911-1912, 1912- 1913 and 1913-1914. Presented March 17, 1914. — Mr. Chisholm (Aiitigojiish). Not printed. 207. Return to an Order of the House of the 16th February, 1914, for a copy of the charges made against Mrs. Marguerite Fair, postmistress of Black Cape, Quebec, on which Mr. Louis Tache of Rimouski, was authorized to hold an investigation, together with the appeal of said investigation, if any was held. Presented March 17, 1914. — Mr. Marcil {Bonaventure) jVot printed. 208. Return to an Order of the House of the 2nd February, 1914, for a copy of all correspond- ence, papers, documents, reports, &c., in connection with the proposed increase of mail service from Shelburne, N.S., to Jordan Bay and Jordan Ferry and return since Octo- ber 1, 1911. Presented March 17, 1914. — Mr. Maclean {Halifax) Not printed. 209. Return to an Order of the House of the 2nd February, 1914, for a copy of all correspond- ence between the Post Office Department, or any official thereof, and any person or persons, concerning the installation of street letter boxes in the village of Che.sley, in the riding of South Bruce. Presented March 17, 1912. — Mr. Grahatn. . . .Not printed. 210. Report of the Commission of Conservation of Canada on the Trent Watershed Survey, a reconnaissance by C. D. Howe, Ph.D., and J. H. White. B.A., B.Sc. F., with an intro- ductory discussion by B E. Fernow, LL.D Presented by Hon. Mr. Borden, March 19, 191* Not printed. 210a. Conservation of coal in Canada. Report of Commission of Conservation. — (Senate). Not printed. 211. Copy of evidence taken before Mr. William Henry Moore, the commissioner appointed to inquire into certain charges against Mr. Frank Fairen, store keeper on the Trent Canal, sentation in the Senate, of the Western provinces of Canada. Presented by Hon. Mr' March 19, 1914 j^r^f printed. 212. Copy of the opinion of the Deputy Minister of Justice on the subject of increased repre- sentation in the Senate, of ahe Western provinces of Canada. Presented by Hon. Mr. Borden, March 19, 1914 ATq^ printed. 212(1. Copy of a resolution of the Legislative Assembly of the Province of British Columbia, approved by His Honour the Lieutenant Governor in Council, in which application is made to the Federal Government to increase the number of senators for the said province. Presented by Hon. Mr. Borden, March 19, 1914 Not printed. 212?'- Copy of opinion of the Assistant Deputy Minister of Justice on the subject of increased representation in the Senate, of the prairie provinces of Canada. Presented by Hon Mr. Borden, March 23, 1914 j^^f piinted. 213. Return to an Order of the House of the 9th March, 1914, for a copy of all papers and correspondence in the Department of Customs regarding the entry of a boring mill at Lethbridge, Alberta, shipped in Aug^'^^t. 1913, by John Stirk and Company, and billed to the Lethbridge Iron Works. Presented March 20, 1914. — Mr. Buchatuin Not printed. 214. Return to an Order of the House of the 16th March, 1914, for a copy of a petition dated the 9th of July, 1911, signed by Etienne Barre, Joseph Trudeau and others, taxpayers of the municipality of Chambly Basin, and addressed to the Minister of Justice, together with a copy of all documents and vouchers attached to said petition, and of all corre- spondence and other documents relating thereto. Presented March 23, 1914. Mr. Lainarche 2Vot printed. 215. Return to an Order of the House of the 2nd February, 1914, for a return showing where the D.G. cruiser Margaret was built ; the names of the builders ; the contract price ; whether the contract was awarded to the lowest tenderer ; the name and address of each tenderer and amount of each tender ; If the Government or any department thereof has contracted for any other vessel or vessels during the past eighteen months ; and if so, the number of such vessels, the names and addresses of the contractors, the gross tonnage of each and the contract price, and the service for which they were intended. Presented March 23, 1914. — Mr. Sinclair Not printed 216. Return to an Order of tlie House of the 2nd March, 1914, for a copy of all letters, tele- grams or other corre.'?pondence in connection with the seizure of eleven (11) horses be- longing to Mr. John M. Ferguson, Kaleida, Manitoba, on or about the 28th day of March, 1912. Presented March 24, 1914. — Mr. Turriff Not printed. 217. Return to an Order of the House of the 4th February, 1914, for a return showing the quantities and values of potatoes imported monthly into Canada during the years 1911, 1912 and 1913, and the countries from which such potatoes were imported. Presented March 25, 1914. — 31r. Hughes (Kings, P.E.I.) Not printed. 71 4-5 George V. Alphabetical Index to Sessioiial Papers. A. 1914 CONTENTS OF VOLUT'"^, 2S— Continued. 217«. Return to an Order of the House of the 2nd February, 1914, for a return showing the quantities and values of potatoes exported monthly from each province of Canada, from September 1, 1911, to January 1, 1914, and the countries to which the same were exported. Presented March 25. 1914. — Mr. Carvell Not printed. 218. Return to an Order of the House of the 12th March, 1914, for a return showing how many colonels, honorary colonels, lieut.-colonels, honorary lieut.-colonels, and other officers, honorary and otherwise, have been appointed by the Minister of Militia and Defence from ()ctober, 1911, to the present time. Presented March 25, 1914. — Mr. Hughes (Kings, P.E.I.) Not printed. 218a- Return to an Order of the House of the 11th February, 1914, for a return showing the number of lioiiourary appointments to military rank which have been made by, or with the approval of, the present Minister of Militia and Defence since he assumed office, giving the names of the persons so appointed, and the rank of each. Presented April 1, 1914. — Mr. Murphy '. .' Not printed. 219. Kitsilano Indian reserve — relating to the purchase of by the Government of the Dominion of Canada from the Province of British Columbia. — (Senate) Not printed. 220. Return to an Address to His Royal Highness the Governor General of the 9th March, 1914, for a copy of all papers, documents, Orders in Council, correspondence, &c., in refer- ence to the suspension of Mr. Joseph McGillis of the Department of Customs, Ottawa. Presented March 27, 1914. — Mr. Maclean (Halifax) Not printed. 221. Return to an Order of the House of the 2nd February, 1914, for a return showing the names of all parties who have been employed at the Experimental Farm at Ste. Aime de la Pocatiere during the years 1912 and 1913, and the salary and fees paid to each of them. Presented March 30, 1914. — Mr. Lapointe (Kamouraska) Not printed. 222. Return to an Order of the House of the 9th February, 1914, for a return showing the total number of veterinary inspectors employed by the Government in the slaughter houses of the country ; how they are distributed in each Province ; the names of the establishments they are connected with, and the number of officers in each of them; if the Government employ some otiiers to supervise the health of the herds on the farms besides the veterinary inspectors connected with the slaughter houses ; the number of them, and how they are distributed in each Prov'nce ; the number of herds of both cattle and hogs that have been submitted to inspection during the years 1911, 1912 and 1913 ; tlTe number of animals in each Province slaughtered .after tuberculosis was found in them ; if the Government paid indemnities to the owners on account of such slaughtering, and if so, the amount in each Province ; the respective salaries of the veterinary inspectors employed in the slaughter houses ; the working hours of those officers ; the respective salar'ies paid to the veterinaiy inspectors employed for other purjioses ; the amount of the expenses of that branch of the Department of Agriculture for the years 1911, 1912 and 1913 for internal managmeent. such as salaries, and the salaries and expenses for each of the Provinces. Presented March 30, 1914. — Mr. Boyer. Not printed. 1t23. Return to an Order of the House of the 23rd February, 1914, for a copy of the report of George Lafontaine, received by the Department of Agriculture during the present fiscal year, relating to the manufacture of chemical manure. Presented March 30, 1914. — Mr. Boulay Not printed. 224. Return to an Order of the House of the 16th February, 1914, for a return showing. — 1. Whether the Postmaster General has given a contract for rural parcel boxes; and, if so, to whom? 2. Whether tenders for the boxes were asked? 3. From whom tenders were received? 4. The price, if any, of the different tenders? 5. How many boxes were ordered, and at what piice? 6. Whether the Postmaster General, since he came into office, has made a contract for rural mail boxes, and. if so, when? 7. The amount of the contract? 8. Who the tenderers were, and the price, if any, of the different tenders? 9. Who received the contract, and the price paid per box? 10. How many boxes, if any, were ordered? Presented March 31, 1914. — .1/?-. Nesiitt Not piinted. 225. Return to an Order of the House of the 23rd March, 1914, for a retyrn showing the rates of interest paid on all Dominion loans from 1890 to 1914. Presented March 31, 1914. — Mr. Pardee Not printed. 226. Return to an Address to His Royal Highness the Governor General, of the 9th March, 1914, for a copy of all correspondence since October, 1911. between the Government of Canada, represented by the Dei)artment of Marine and Fisheries, of the one part, and the Goverment of the United Kingdom, the Government of the United States, or any other (Joverninent, of the other part, relating to steam trawling in Atlantic waiCiL Presented March 31, 1914. — Mr. Sinclair Not printed. 72 4-5 George V. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 28— ConUnued. 227. Return to an Order of the House of the 11th February, 1914, for a copy of all letters, telegrams, and written requests during the years 1912 and 1913. addressed to the Department of Marine and Fisheries, or the Department of Naval Affairs, or any offlcer of either Department, or Marine branches of said department, or any officer or persons of either branch, by any person or persons, relating to proposals or requests that the vessels or any vessel under the control of the Naval Branch of said Depart- ment, should be present at any regatta or celebration of any description held any- where on the Atlantic or Pacific Coasts of Canada during said years; also of all replies to such letters, telegrams and written requests. Presented ]March 31. 1914. — - Mr. Law A^ot printed. 228. Return to an Order of the House of the 9th March, 1914, for a copy of all correspond- ence, memoranda and other documents relating to the moral, mental and physical inspection of all immigrants entering Canada. Presented April 1, 1914. — Mr. Paqnct. Not printed. 229. Return to an Order of the House of the 16th March, 1914, for a copy of all orders, reports, applications, letters, telegrams and other documents connected with or in any manner relating to the retirement of Amasa E. Killam, an official of the Intercolonial Railway, from the employment of the said railway, and to his claim for a retiring allowance, under the provisions of the Intercolonial and Prince Edward Island Rail- way Employees' Provident Fund Act ; and also of all letters showing the date of his beginning work in the service of the said railway and of his appointment to a posi- tion in the employ of said railway on the first of April, 1897, or at any other date. Also a copy of all instructions and letters from the then Minister of Railways to the general manager or to any other official of the Intercolonial, relating to engagement or employment of the said Amasa E. Killam, and of all letters, correspondence, instruc- tions, reports, or other documents in any way relating thereto and to the engagement of the said Amasa E. Killam, during the month of March, 1897, to take the position of bridge and building inspector on the Intercolonial Railway, to commence work on the first day of April, 1S97. Presented April 1, 1914. — 3Ir. F.mmerson. . .Not printed. 230. Return to an Order of the House of the 23rd February, 1914, for a copy of all letters, papers and other documents relating to the payments made at Skinners Cove, Pictou County, for purchase of land or other rights in the year 1913. Presented April 2, 1914. — Mr. Macdonald 2rinted. 232h. Return to an Order of the House of the 2nd February, 1914, for a copy of all papers, documents, telegrams, correspondence, &c., in reference to the purchase of a site in Saskatoon for a post office building. Presented April If, 1914. — Mr. McCratiey. Not printed. 232i- Return to an Order of the House of the 9th February, 1914, for a copy of all correspond- ence, reports, petitions and documents exchanged by and with the Department of Public Works since the 1st of September, 1911, to date, with the reasons why the construction of the public building, authoi-ized in the town of St. Lin Des Laurentides, County of Li'Assomptlon, as per the estimates of 1911-1912, has not been proceeded with. Pre- sented April 17, 1914. — ilfr. Ser/uin Not printed. 232h Return to an Order of the House of the 2nd February, 1914, for all correspondence, reports and documents' exchanged by and with the Department of Public Woiks from October, 1911, to date, regarding the non-erection of the public building authorized to be erected at New Carlisle, the county seat of Bonaventure County, in the estimates of 1911-1912. Presented April 17, 1914. — Mr. Marcil (Bonaventure) Not printed. 232k. lieturn to an Order of the House of the 2nd February, 1914, for a return showing the names of all persons who worked on Lingan Bar, South Cape Breton, under Superin- tendent H. D. McLean, the wages paid to each per diem, the amount paid each or pay- able to each, and showing generally how the amount voted for such work was expended, and the amount received by H. D. McLean in connection with said work. Presented April 17, 1914. — Mr. Carroll xot printed. 76 4-5 George V. Alphabetical Index to Sessional Papers. A. 191-1 CONTENTS OF VOLUME 2S—C 07itinued. 232'- Return to an Order of the House of the 2nd February, 1914, for a copy of all papers, advertisements, tenders, contracts, papers, telegrams, correspondence, returns, reports, accounts, vouchers, receipts, &c., in connection with any dredging performed by the Nova Scotia Dredging Company, or any other company, corporation or individuals, at Jeddore, Halifax County, N.S., in the years 1912 and 1913. " Presented April 17, 1914. —Mr. Maclean (Halifax) At^j printed. 232'"- Return to an Order of the House of the 12th May, 1913, for a copy of all papers, tele- grams, documents, reports, correspondence, pay-rolls, &c., in any way relating to a life- saving staticn which was constructed at Cheticamp, during 1912. Presented April 28, 1914. — M): Chisholm (Invei-ness) Not printed. 232n. Return to an Order of the House of the 12th March, 1914, for a return showing: — 1. What firms or persons are or have been engaged in dredging for the Government in the harbour of St. John and upon the St. John river and its tributaries since Octo- ber 1, 1911. 2. What amount has been paid to each firm or person for this work from October 1, 1911. to the present time? 3. Who are the officers, president, manager and secretary of each of these corpor- ations? Presented April 30, 1914. — Mr. Carvell Not printed. 2320. Return to an Order of the House of the 16th February, 1914, for a copy of all documents bearing on the repairing and improvement of the Metapedia Road in the Counties of Rimouski and Bonaventure. Presented April 30, 1914. — Mr. Marcil (Bonaventure). Not printed. 232p. Return to an Order of the House of the 12th March, 1914, for a return showing: — 1. What tug boats, steam or gasoline tenders, have been emi)loyed by the Govern- ment since September 21, 1911, in connection with the dredging operations in St. John harbour and in the River St. John and its tributaries? 2. Who are the registered owners of these boats and from whom each is hired? 3. T;ie sum paid per day for each tug boat or tender and how many days each has worked in the period referred to. 4. What amount of money has been paid for the service of each boat in the period referred to and to whom it has been paid. Presented April 30, 1914. — Mr. Carvell. Not printed. 232(1- Return to an Order of the House of the 9th March, 1914, for a return showing the details as to the nature of the work concerning the damming of the Chateauguay river, the number of men employed, their names, the wages paid in each case and the period of their employment during the calendar year 1913. Presented April 30, 1914. — Mr. Lemieux Not printed. 232''- Return to an Order of the House of the 16th March, 1914, for a copy of all letters, tele- grams, correspondence, reports, petitions, and communications filed in the Department of Public Works since 1910, relating to the dredging of Antigonish harbour, or the straight- ening or widening of the channel, or other impiovements proposed to be made there. Presented April 30, 1914. — Mr. Chisholm (Antigonish) Not printed. 232s. Return to an Order of the House of the 23rd March, 1914, for a cony of all letters, papers and other documents relative to the purchase of a lot of land in the town of Ste'llarton, for a public building. Presented April 30, 1914. — Mr. Macdonald Not printed. 232t. Return to an Order of the House of the 2nd February, 1914, for a copy of all papers, coirespondence, telegrams, letters, pay-rolls, accounts, and vouchers in any way refer- ring to the expend. ture of money by this (Government in the construction of the new telegraph or telephone line from Baddeck, Victoria County, N.S. ,to North East Mar- garee, Inverness County, N.S., thence to Big Intervale, Inverness County, N.S., and also in connection with the lines from South W'est Margaree to Loch Ban, and from Scots- ville to Whycocomagh, all in Inverness County, N.S. Presented May 4, 1914. — Mr Chis- holm (Antioonish) Yot printed. 232«- Return to an Order of the House of the 2nd February, 1914, for a copy of all papers, documents, telegrams, correspondence, &c., in reference to the purchase of a property or site on Gottingen street, Halifax, for the erection of a post office building. Pre- sented May 4, 1914. — Mr. Maclean (Halifax) Not printed. 232u. Return to an Order of the House of the 16th March, 1914, for a return showing all pay- ments made in the year 1913 in connection with repairs done to, or moneys expended on. the Blue Rock breakwater in Antigonish County, with the names of the persons to whom such payments were made, the amount paid to each, and what such amounts were for. Presented May 4, 1914. — Mr. Chisholm (Antigonish) Not printed. 232if- Return to an Order of the House of the 9th March, 1914, for a copy of all papers, docu- ments, correspondence, &c., from any person or persons in connection with the purchase of the site for the post office at Canning, N.S. Presented May 4, 1914 — Mr Maclean (Halifax) Not printed. 77 George V. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S— Continued. 232a;. Return to an Order of the House of the 2nd February, 1914, for a copy of all tenders received for the construction of a lighthouse at Grand Anse, Gloucester County, N.B., and of the contract awarded. Presented May 5, 1914. — Mr. Turgeon Not printed. 232y. Return to an Order of the House of the 16th February, 1914, for a copy of all papers, letters, telegrams, reports, deeds, fees paid to lawyers, and other documents relative to the purchasing of land from Mrs. C. F. Bertrand and Arthemise Dionne, in connection with the works on the southwest side of Riviere-Verte, I'Islet, County of Temiscouata. Presented May 5, 1914. — Mr. Gauvreau Not printed. 232«. Return to an Order of the House of the 20th April, 1914, for a copy of all correspond- ence between the Minister of Public Works, the Minister of Justice, or any other mem- ber of the Government, and any person or persons, relating to the location and erection of the new post office in the village of Eganville, County of Renfrew. Presented May 5, 1914. — Mr. Graham Not printed. 232 (2a). Return to an Order of the House of the 16th March, 1914, for a copy of all corre- spondence, documents, recommendations and reports, respecting the dredging of Des Prairies river, the work done, depth, length and width of channel dredged, the list of men employed to perform that work, their salaries respectively, and the amount of money spent on that work since the 22nd of November, 1912, up to the 2nd of February, 1914. Presented May 7, 1914. — Mr. Wilson (Laval) Not printed. 232 (2b). Return to an Order of the House of the 6th April, 1914, for a copy of all letters, tele- grams, correspondence, complaints, bills, accounts, vouchers, receipts and any docu- ments in any way connected with the expenditure of money at Friar's Head Boat Har- bour by Simon P. Doucet, during the years 1912-13, 1913-14. Presented May 7, 1914. — Mr. Chisholm (Inverness) '. Not printed. 232 (2c). Return to an Order of the House of the 16th February, 1914, for a copy of all papers in connection with the public building at Gravelburg, from and since January 1, 1912. Presented May 7, 1914. — Mr. Knowles Not printed. 232 (2d). Return to an Order of the House of the 23rd March, 1914, for a copy of all specifi- cations and of all tenders pertaining to the Brantford public building now being erected, and of the contract awarded, and of all correspondence, whether by letter or telegram, with reference thereto. Presented May 7, 1914. — Mr. Nesbitt Not printed. 232 (2e). Return to an Address to His Royal Highness the Governor General of the 9th February, 1914, for a copy of all correspondence, telegrams, petitions and memorials received by the Right Honourable R. L. Borden, Premier of Canada, or any other Min- ister of the Crown since the first day of October, 1911, from J. A. Gillies, Esq., N.S., or any resident of the County of Richmond, N.S., relative to expenditure of public money on public works in the said County of Richmond. Presented May S, 1914.— ilTr. Kyte. Not printed. 232 (2/). Supplementary Return to an Order of the House of the 20th April, 1914, for a copy of all correspondence betewen the Minister of Public Works, the Minister of Justice or any other member of the Government, and any person or persons, relating to the loca- tion and erection of the new post office in the village of Eganville, County of Renfrew. Presented May S, 1914. — 3/?-. Graham Not printed, 232 (2(7). Return to an Order of the House of the 2nd February, 1914, for a return showing the dredging operations carried on in Bonaventure County in 1913, together with a copy of estimates, reports, and correspondence. Presented May 11, 1914. — Mr. Marcil. Not printed. 232 (2ft). Return to an Order of the House of the 9th February, 1914, for a copy of all corre- spondence and other documents in reference to the erection of a customs building in the village of Chesley, Riding of South Bruce. Presented May 12, 1914. — Mr. Truax. Not printed. 232 (2i). Return to an Order of the House of the 6th April, 1914, for a copy of all accounts and vouchers covering the expenditure during the calendar year 1913 at South Lake, Lakevale, Antigonish County, and showing in detail, the persons to whom such pay- ments were made, what such payments were for, the number of day labourers employed, and the rate of wages, the quantity of material used and the price paid therefor, the quantity of material hauled to the work and not used, and the persons supplying such material. Presented May 12, 1914. — Mr. Chisholm ( Antiponish). Not printed. 232 (2i). Return to an Order of the House of the 23rd February. 1914, for a copy of all letters, papers, telegrams, valuations, appraisals and other documents relative to the obtaining of a site for a public building at Hantsport. Nova Scotia. Presented May 12, 1914. — Mr. Macdonald Not printed. 232 (2t). Return to an Order of the House of the 11th February. 1914, for a copy of all corre- spondence, letters, telegrams, reports, appraisals and other documents relative to the expropriation of the lands of John Campbell and Albert E. Milligan, in connection with the improvements on the East River at Pictou. Presented May 12, 1914. — Mr. Mac- donald Not pr.nted. 78 4-5 George V. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S— Continued. 232 ^20- Return to an Order of the House of the 16th March, 1914, for a copy of all papers, letters and other documents, including pay-lists relating to the expenditure of moneys by the Public Works Department on Falmouth Township Dyke. Hants County, in 1913. Presented May 12, 1914. — Mr. Macdonald Not printed. 232 (2m). Return to an Order of the House of the 16th March, 1914, for a copy of all accounts, vouchers, pay-rolls, instructions, correspondence and recommendations relating to the , expenditure on the public building at Arichat, N.S., since the 11th day of October, 1911. Presented May 16, 1914. — Mr. Kyte Not printed. 232 (2)1). Return to an Order of the House of the 4th March, 1914, for a copy of all corre- spondence and other documents in connection with the letting of the construction for the Toronto harbour works. Presented May 16, 1914. — Mr. Pardee Not printed. 232 (2o). Return to an Order of the House of the 2nd February, 1914, for a return showing the nature and cost of works carried on in the County of Bonaventure by the Department of Public Works since October 10, 1911, to date, together with a copy of all reports, estimates, pay-lists, and correspondence in connection therewith. Presented May 27, 1914. — Mr. Marcil (Bonaventure) Not printed, 232 (2p). Return to an Order of the House of the 23rd March, 1914, for a copy of all corre- spondence, documents, recommendations and reports respecting the dredging at Port Elgin, Westmorland County, N.B., with the names of men employed to perform that work, their salaries, respectively, and the amount of money spent on the same from January 1, 1901, to January 1, 1914. Presented May 27, 1914. — Mr. Robidoux. Not printed. 232 (2g). Further Supplementar>- Return to an Order of the House of the 20th April, 1914, for a copy of all correspondence between the Minister of Public Works, the Minister of Justice, or any other member of the Government, and any person or persons, relating to the location and erection of the new post office in the village of Eganville, County of Renfrew. Presented May 27, 1914. — Mr. Graham Not printed. 232 (2r). Return to an Order of the House of the IGth February, 1914, for a copy of all papers in connection with the Immigration Hall at Gravelburg, Sask., from and since the 1st January, 1912. Presented June 1, 1914. — Mr. Knowles Not printed. 232 (2s). Return to an Order of the House of the 2nd February, 1914, for a copy of all adver- tisements, tenders, accounts, vouchers, letters, documents and correspondence relating to the construction of a breakwater at The Graff, Halifax County, N.S. Presented June 2, 1914. — Mr. Maclean (Halifax) Not printed. 232 (20- Return to an Order of the House of the 23rd February, 1914, for a copy of all letters, telegrams, correspondence, contracts and documents lelating to the surrender of a con- tract for dredging in Miramichi Bay, N.B., by Messrs. A. and R. Loggie, and also with reference to the letting of a contract for the same, or any portion of said work, to the Northern Dredging Company ; together with a copy of all notices for tenders, tenders and contracts in connection therewith. Presented June 2, 1914. — Mr. Carvell. Not printed. 232 (2u). Return to an Order of the House of the 6th April, 1914, for a copy of all letters, telegrams, documents, papers, &c., in connection with the purchase by the Government of lots 1 and 2, block 125, plan 96, in the city of Moosejaw, for an examining warehouse site. Presented June 2, 1914. — Mr. Knowles Not printed. 232 (2v). Return to an Order of the House of the 16th February, 1914, for a copy of all letters, telegrams, correspondence of all kinds, pay-rolls, vouchers, &c., in any way referring to the expenditure of moneys on sheer dams on the Margaree river, at Margaree and North Fast Margaree, during 1911-1912 and 1912-1913. Presented June 2, 1914. — Mr. Chisholm (Inverness) Not printed. 233. Return to an Order of the House of the 24th April, 1913, for a return showing what officers and men were employed on the dredge Northumberland at Pictou In the months of -^ January, February and March, 1913, and the salaries and wages paid to them respecti- vely ; the amounts paid for repairs and supplies respectively, for said dredge during said months and to whom paid respectively. Presented April 2, 1914. — Mr. Macdonald. Not printed. 234. New Lobster Fishery Regulations established by Order in Council of the 2.^th March, 1914, in lieu of those established by Order in Council of the 30th September, 1910, and all amendments thereto, by virtue of the provisions of Section 54 of the Fisheries Act, chapter 45 of the Revised Statutes of Canada, 1906. Presented by Hon. Mr. Hazen, April 7, 1914 Not printed. 235. Return to an Order of the House of the 23rd March, 1914, for a return showing: — 1. How many engineers there are in the employ of the Intercolonial Railway at Moncton and at other points on that railway, and their names? 2. How many were formerly in the employ of the Canadian Pacific Railway Com- pany? 3. Whether Martin Murphy, C.E., is employed in the service of that railway. If so, when he was employed and what his age is? Presented April 7, 1914. — Mr. Emmer- son Not printed. 79 4-5 George V. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF YOLVME 2S— Continued. 236. Return to an Order of the House of the 30th March, 1914, for a return showing the travel- ling expenses paid by the Government to the Honourable Rodolphe Roy, Judgp of the Superior Court at Rimouski, during the years 1912-1913 and 1914, for trips from Quebec to Rimouski and return. Presented April 8, 1914.^ — Mr. Boulay Not printed. 237. Return to an Order of the House of the 23rd March, 1914, for a return showing: — 1. The names of the lawyers who represented the Department of Justice in the district of Quebec, since the 21st September, 1911. 2. The amount of money paid to each of them. Presented April 8, 1914. — Mr. Lapoinle (Kamouraska) Not printed. 238. Return to an Order of the House of the 4th February, 1914, for a copy of all letters, tele- grams and documents generally concerning the withdrawal of an appeal in the Supreme Court of Canada, in the case of His Majesty the King, appellant, and Alfred Olivier Palardeau and Constant Napoleon Falardeau, respondents. Presented April 8, 1914. — Mr. Lremieux Not printed. 239. Return to an Order of the House of the 16th March, 1914, for a copy of all transfers of lands by the Militia Department to the Harbour Commissioners of Montreal, and of all correspondence with regard to the same. Presented April 15, 1914. — Mr. Carvell. Not pi-intcd. 240. Return 'to an Order of the House of the 2nd March, 1914, for a return showing: — 1. The quantities of wheat, by grade, received into the terminal elevators at Fort "William and Port Arthur, from the date of the weigh-up in 1910, to date of weigh-up in 1911, the same for 1911-1912, and the same for 1912-1913. 2. The quantities, by grade, delivered by each of the said elevators during the same periods. 3. The average or shortage, as the case may be, of each grade in each of the said elevators, as shown by the said weigh-ups in each of those above mentioned periods. 4. The date of the weigh-up in each case. Presented April 15, 1914. — Mr. Neely. Not printed. 241. Return to an Order of the House of the 2nd March, 1914, for a copy of all rules, orders and regulations, &c., affecting the handling of grain made by the Grain Commission to date, and of any changes made in elevator charges and terms, if any. Presented April 15, 1914. — Mr. Neely Not printed. 242. Return to an Order of the House of the 6th April, 1914, for a copy of the new rules and regulations in regard to employees of the Intercolonial Railway and Prince Edward Island Railways. Presented April 15, 1914.— Afr. Macdonald Not printed. 243. Return to an Address to His Royal Highness the Governor ("General of the 30th March, 1914, lor a copy of all correspondence, petitions, lists of shareholders. Orders in Council, licenses, certificates and other papers and documents, and of all renewals thereof, relat- ing to the incorporation and licensing of the Banque St. Jean, the Banque Ville Marie and the Banque Jacques Cartier, all in the Province of Quebec. Presented April 16, 1914. — Mr. Deniers Not printed. 243a. Return to an Address to His Royal Highness the Governor General of the 23rd March, 1914, for a copy of all correspondence, petitions, lisls of shareholdres. Orders in Council, licenses, certificates and other i)apers and documents and all renewals thereof, relating to the incorporation and licensing of the Banl< of Yarmout)i. and of all papers and documents relating to the winding up of the business of the said bank. Presented April 16, 1914. — Mr. Law Not pr.nted. 243 &■ Return to an Address to His Royal Highness the Governor General, of tlie 16th March, 1914, fdr a copy of all coi-respondence, petitions, lists of shareholdres. Orders in Council, licenses, certificates and other papers and documents and all renewals thereof, relating to the incorporation and licensing of the Pictou Bank, and of all paiiers and documents relating to the winding up of the business of the said bank. Pi-esenled April 30, 1914. — Mr. Macdonald Not printed. 244. Return to an Older of the House of the 23rd March, 1914, for a cpoy of the reports made by Colin F. McKinnoTi, of Taylor's Road, Antigonish County, I'rank A. IMcEchen, of Inverness. N.S.. John A. McDougall of Glace Bay, C.B., J. M. JIcDonald, of Christmas Island, C.B., William Watkins of Cobourg Road, Halifax. S. P. Fream, of Brighton, Digby County, and J. J. Walker of Truro, N.S., special immigration agents appointed from the Province of Nova Scotia. Presented April 16, 1914. — Mr. Chisholm (Anti- gonish > Not printed. 245. Return to an Address to His Royal Highness the Governor General of the 4th February, 1914, for a copy of all correspondence and papers generally concerning the proposed changes of the Judicial Committee of the Privy Council. Presented April 16, 1914. — Mr. Lemieux Not printed. 80 4-5 Gcoi-ge Y. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S— Continued. 246. Return to an Order of the House of the 2nd March, 1914, for a return giving the follow- ing information, as far as may be available, respecting the constitution of Upper Cham- bers or Senates within the British Empire and in foreign countries, and especially such informal on in respect of the self-governing Dominions and of foreign countries possess- ing a federal system of Government: — 1. As to the method of appointment, whether by executive authority or by election by the i)eople, or otherwise. 2. As to the term of appointment, whether for life or for a term of years, or toher- wise. 3. As to a re-appointment or re-election, and generally as to the filling of vacancies occasioned by death or otherwise. 4. As to qual fications, whether by age, residence, possession of real or personal property or otherwise. 5. As to limitation of the membership, and as to the numerical relation of the membership to that of the Lower House. 6. As to provisions for dissolution, appeal to the electorate, conferences or a ddi- tioiial appointments in case of disagreement between the Upper and Lower House. 7. As to the operation of the various systems in the several Dominions and coun- tries mentioned, and in what respect defects or difficulties have made themselves mani- fest. S. All other relevant information respecting the constitution and status of such Upper Chambers. Presented April 16, 1914. — Mr. Middlebro. Printed for sessional papers only. 24G". Further Supplementary Return to an Order of the House of the 2nd March, 1914, for a return giving the following information, as far as may be available, respecting the constitution of Upper Chambers or Senates within the British Empire and in foreign countries, and especially such information in respect of the self-governing Dominions and of foreign countries possessing a federal system of Government : — 1. As to the method of appointment, whether by executive autliority or by election by the people, or otherwise. 2. As to the term of appointment, whether for life or for a term of years, or other wise. 3. As to a re-appointment or re-election, and generally as to the filling of vacancies occasioned by death or otherwise. 4. As to qualifications, whether by age, residence, possession of real or personal property or otherwise. 5. As to limitation of the membership, and as to the numerical relation of the membership to that of the Lower House. 6. As to provisions for dissolution, appeal to the electoi-ate, conferences or addi- tional appointments in case of disagreement between the LTpper and Lower Houses. 7. As to the operation of the various systems in the several Dominions and coun- tries mentioned, and in what respect defects or difficulties have made themselves mani- fest. 8. -A.il other relevant information respecting the constitution and status of such Upper Chambers. Presented June lO, 1914. — 3Ir. Middlebro. .. . Printed for sessional papers only. 247. Return to an Order of the House of the 1st April, 1914, for a return showing: — 1. WlT_at it has cost the Government for bottled and distilled water in Ottawa since January 1^ 1912, to March 1, 1914? 2. What it is costing the Government per day now for bottled and distilled water? Presented April 16, 1914. — Mr. Sexsmith Not printed. 248. Return to an Order of the House of the 11th February, 1914, for a copy of all papers, letters, telegrams, reports and other documents relative to the ijurchase of land from Joseph Fiaser, in connection with the works at Cariboo Island, Pictou County, in the Public Works Department. I'resented April 16, 1914.. — Mr. Mardonald. . . .Kol printed. 249. Return to an Order of the House of the 21st May, 1913, for a copy of all correspondence exchanged during the year 1912, between Captain Belanger, commandant of the Eureka and the Department of Marine and Fisheries, both at Quebec and Ottawa. Pre- sented April 16, 1914. — Mr. Boulay Not printed. 250. Return to an Order of the House of the 23rd March, 1914, for a return .showing: — 1. The names of the wharfingers at Coteau Landing from 1900 to 1914. 2. The names of the vessels which moored there during that period. 3. What wharfage each of those vessels paid during that time? 4. What wharfage a coaler paid for unloading between 1900 and 1912? Presented April 17, 1914. — Mr. Paqiiet Not printed. 1>51 r.eturn to an Order of the House of the 4th March, 1914, for a copy of all correspondence, letters, telegrams and documents in connection with the removal of ice in Yarmouth, N.S., harbour, by C.G.S. Stanley in February, 2 914. Presented April 21, 1914. — Mr. Law ^oi printed. 63433—6. 81 4-5 George V. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S--Continued. 252. Report of the Royal Commission on Penitentiaries, together with the evidence taken and exhibits filed before the said commission. Presented by Hon. Mr. Doherty, April 22, 1914. (Report only) Printed for distribution and sessional papers. 253. Return to an Order of the House of the 9th March, 1914, for a return showing: — 1. How many professors, lecturers and inspectors the Department of Agriculture has in the Province of Prince Edward Island? 2. Their names, the salaries they receive, and the travelling expenses of each. 3. Tlie duties of these professors, lecturers and inspectors? 4. How many meetings were held or demonstrations given by each of these pro- fessors, lecturers and inspectors during the months of March, April, May, June, July, August, September and October last year? 5. Where each meeting was held or demonstration given, and how each was adver- tised? 6. How many boxes, baskets and barrels of fruit were inspected last season, and tlie kinds of fruit so inspected? 7. When and where the inspection took place and how many boxes, baskets and barrels were found to be improperly or falsely marked? 8. Whether the Department received a resolution or petition from the Fruit Growers' Association of Prince Edward Island. 9. If so, what piayer or request the said resolution or petition contained, and what the Department has decided to do in regard to the matter? 10. How many cheese and butter factories were operated in each of the counties of Prince Edward Island in the year 1910 and how many in the year 1913. Presented April 22, 1914. — Mr. Hughes (P.E.I.) Not printed. 254> Return to an Order of the House of the 26th February, for a return s^iowing : — Thefreii^ht rates charged during the years 1912 and 1913 on wheat from Fort William or P^ort Arthur to ports on the Georgian Bay and Canadian ports on Lake Huron and Lake Erie, by the Canadian Pacific Steamship Line, the Northern Navigation Company, the Mer- chant's Mutual Line, Inland Lines^ and the Canadian Lake Line. Presented April 24, 1914.- — Mr. Aikins Not printed. 255. Return to an Order of the House of the 23rd March, 1914, for a copy of all letters, papers, telegrams, recommendations and documents of every kind in connection witli the purchase of a Rifle Range near Souris, Prince Edward Island. Presented April 27, 1914. — Mr. Huc/hes (P.E.I.) Not printed. 256. Return to an Order of the House of the 2nd February, 1914, for a copy of all papers, advertisements, tenders, bids, contracts, telegrams, correspondence, accounts, receipts, vouchers, '. List of companies whose total issued stock is owned by the Canadian Northern Railway Company; also, list of companies whose total issued stock is to be transferred to The Canadian Northern Railway Company ; and also, list of companies in which the con- trollin.g interest is to be transferred to The Canadian Northern Railway Company. Pre- sented by Hon. Mr. Borden, May 7, 1914 Not printed. 269'. Further statements bearing on the financing of the Canadian Northern Railway System. Presented by Hon. Mr. Borden, May 7, 1914. Printed for distribution and sessional papers. 269wi. Correspondence and telegrams received from the premiers of the Provinces of Nova Scotia, British Columbia, Alberta, and the Acting Premier of Saskatchewan, in regard to the granting of aid to the Canadian Northern Railway System. Presented by Hon. Mr. Borden, May 7, 1914 Printed for distribiction and sessioanl papers. 269^. Copy of trust deed dated 28th December, 1903. — The Lake Superior Terminals Company, Limited, and the National Trust Company, Limited, and the Canadian Northern Rail- way Company. Presented by Hon. Mr. Borden, May 11, 1914 Not printed. 270. Return to an Order of the House of the 20th April, 1914, for a copy of all letters, tele- grams and other documents relating to the refusal of the Railway Department, or any official of the Intercolonial Railway to permit employees of the railway at Moncton to attend the militia camp in the last year. Presented May G, 1914. — Mr. Macdonald. Not printed. 271. Return to an Order of the House of the 23rd March, 1914, for a copy of all correspondence received by the Government since October 1, 1911, to date, from John M. Cormick, of Sydney Mines, N.S., in reference to the following matters in the Riding of North Cape Breton and Victoria : — Railway extension into the Riding of North Cape Breton and Victoria ; the opening of the harbour at Dingwall, Aspey Bay, O.B. ; the breakwater at Meat Cove .in the said Riding; the boat harbour at Bay St. Lawrence; the breakwater at White Point ; the breakwater at Neil's Harbour ; the breakwater at McLeod's, Ingonish ; in respect to Ingonish Harbour ; the breakwater at Breton Cove ; the breakwater at Little Bras d'Or ; the breakwater at Cape Dauphin ; the breakwater at Point Aconi ; the proposed wharf at North Sydney the proposed extension of the breakwater at North Sydney ; the bringing of the Intercolonial Railway to the ballast ground at North Sydney ; the wharf at Sydney Mines; the wharf at Leitches Creek; the repairs to the wharf at Groves I'oint ; the rebuilding: of the wharf at Boisdale ; the breakwater at Jamesville ; the wharf at Castle Bay, and the proposed wharf at Shenacadie. Presented May 7, 1914. — Mr. McKenzic Not printed. 272. Copy of all letters, documents and correspondence relating to action by the Govenunent in regard to the relief of the shareholders and depositors of the Farmers Bank, and of the Order in Council appointing Sir William Meredith as Commissioner, and all corre- spondence in relation thereto. And also. Statement of Affairs, &c., relating to the Farmers Bank of Canada. Pi-esented by Hon. Mr. White. May 8, 1914. . . .Not printed. 273. Return to an Order of the House of the 6th April, 1914, for a copy of all letters, telegrams and corresi)ondence received by the Postmaster General in connection with complaints made that the postmaster at Yarmouth North, N.S., had been or is selling stamps out- side his jurisdiction. Presented May 8, 1914. — Mr. Latv Not printed. 274. Return to an Order 'of the House of the 9th February, 1914, for a return showing the number of criminals released on parole from the various penitentiaries of the Dominion for the year ending March 31, 1913; the offence for which each prisoner so released was convicted, and showing at the same time whether such offence was a first, second, or subsequent offence. Presented May 8, 1914. — Mr. Sinclair Not printed. 84 4-5 George V. Alphabetical Index to Sessional Papers. A. 1914 CONTENTS OF VOLUME 2S— Continued. 275. Return to an Order of the House of the 9th March, 1914, for a return showing: — 1. How many acres of public lan'i have been given to railway companies in tli^?- Dominion of Canada by the Federal Government from 187S, to the present time? 2. How many acres were granted in each year during the above period o!" t in" Presented May 11, 1914. — Mr. Tobin Not p.inh total amount of calls unpaid, and the total number of shares forfeited. 5. The names, addresses and occupations of the persons who have ceased to be members within the twelve months next preceding, and the number of .shares held by each of them. 6. The amount' of money paid to said Company by the Government in each year since incorporation. Presented May 29, 1914. — Mr. Sutherland Not printed. 290. Return to an Order of the House of the 9th February, 1914. for a copy of all reports mad*> l.y the inspectors of agents for placing farm labourers and domestic servants in Canad.i (iiiring the calendar vcars 1912 and 1913. Presented May 29. 1914.— J/r. Sutherland. Not printed. 291. Return to an Order of the House of the 2nd March, 1914. for a return showing all the buildings, houses, offices and immoveables, occupied by the Federal Government in Montreal, for the use of the various Departments and services of each branch of the administration, together with the following information in each case: for what Depart- ment and for what service; where situated, street and number thereof; whether fJovern- inent propel ty or under lease ; in the latter case, the length of lease, the rent per annuni and also the other charges that may be imposed uj>on the Govcrnm -nt. Presented June .. ■,9,4._3/r. Wilson (Lavnl) Not printed. 8(1 4-5 George V. Alphabetical Index to Sessional Papers. A. 191 { CONTENTS OF VOLUME 28~-Continued. 292. Return to an Order of the House of the 4th May, 1914. for a copy ot all correspondence exchanged by and with the Department of Public Works or the Post Office Department, relating: to an application or applications for a post office buildiner at the town of Mel- ville, Province of Saskatchewan. Presented June 4. 1914. — Mr. MacNutt. Not printrd. 293. Memorandum, correspondence, estimates of cost, &c., in connection with the construction of the Grand Trunk Pacific Railway — Mountain Section. Presented by Hon. Mi. Borden, June 4, 1914 2V"ot printrd. 294. Return to an Order of tlie House of the 4th February, 1914, for a return showins th*' names and addresses of the people with whom pure bred animals have been placed by the Department of Agriculture, the breed in each case, and the conditions on whicit these animals were placed. Presented June 5, 1914. — Mr. Kuy Not printed. 295. Return to an Order of the House of the 30th March, 1914, for a copy of all correspond- ence, telegrams, instructions, accounts, vouchers and other papers and documents relat- ing to the purchase of live stock in the Maritime Provinces by one Howard Corning of Yarmouth, N.S., during the period of his employment; also a copy of the appointment of the said Howard Coining and of all correspondence, complaints and other documents relating to the dismissal of the said Howard Corning, if he has been dismissed or retired from the service, together with a copy of all recommendations, correspondence and other papers relating to the appointment of the said Howard Coming's succes.sor. Presented June 5, 1914. — Mr. Sinclair Not printed. 296. Return to an Order of the House of the 19th March. 1914, for a return showing: — 1. How many pure bred stallions and bulls have been purchased by the Depart- ment of Agriculture for the use of settlers in the Provinces of Manitoba, Saskatchewan and Alberta since the first of January, 1912, to date.? 2. Where these animals were purchased, and from whom; and also the price paid for them respectively. Presented June 5, 1914. — Mr. Douglas Not printed. 297. Ueturn to an Order of the House of the 9th February, 1914, for a copy of all correspond- ence, including letters, telegrams and accounts, regarding the purchase and disposal during year 191-3, of all horses, cattle, sheep and swine for the Department of Agricul- ture, Province of Quebec for Experimental Farms, or for the improvement of stock, together with a return showing the commission and fees paid, and to whom paid, for and on account of said purchases. Presented June 8, 1914. — Mr. Robb.. . .Not printed. 298. Return to an Address to His Royal Highness the Governor General of the 9th February, 1914, for a copy of all arrangements made between the Government and the various Provinces under the Agricultural Instruction Act. Presented June 10, 1914. — Sir Wilfrid Laurier Not printed. 299. Partial Return to an Address to His Royal Highness the Governor General of the 4th March, 1914, for a copy of all correspondence, telegrams, petitions. Orders in Council, and other papers and documents, relating to subventions or assistance given, or to be given, by the Department of Marine and Fisheries or the Department of Agriculture to firms or joint stock companies, or persons operating cold storage plants for the preser- vation of fish products in Nova Scotia during the years 1908, 1909, 1910, 1911, 1912 and 1913, excluding such correspondence, &c., as relates to companies known as Fisher- men s Bait Association. Presented June 10, 1914. — Mr. Sindair Not printed. 800. Copy of Order in Council No. P.C. 1386, of the 29th May, 1914, concerning the regulations governing the Radiotelegraph administration. Presented by Hon. Mr. Hazen. June 11, 1914 Not printed. 300«- Copy of regulations governing Radiotelegraphy promulgated under section 11, Radiotele- graph Act, 1913. Presented by Hon. Mr. Hazen, June 11, 1914 Not printed. 301. Return to an Order of the House of the 27th April, 1914, for a copy of all letter.s, tenders. telegrams, plans, specifications and other documents in regard to the construction of the new ice breaker by the Canadian Vickers Company of Montreal. Presented June 11, 1914. — Mr. Macdonald Not printed. 302. Return to an Address to His Royal Highness the Governor General of the 16th March, 1914, for a copy of all petitions, letters, affidavits, telegrams and documents to and by * the Department of Justice, or any oaher Department of Government, on behalf of or in reference to Wm. J. Kelley, a prisoner in the United States federal prison at Atlanta. Ga., and of all the letters, telegrams and other memoranda between the Department of Justice, or any other Department of the Government, and the British Ambassador at Washington, or the Government of the United States, regarding the imprisonment and proposed liberation of the said Wm. T, Kelley. Presented June 12, 1914. — Mr. Carvell. Not print fil. «7 Plate No I Mount Rinfjrose. near Laggan, Alberta. 4 GEORGE V. SESSIONAL PAPER No. 25c A. 1914 DEPARTMENT OF THE INTERIOR DOMINION OF CANADA Irrigation Branch. REPORT OF Progress of Stream Measurements FOR THE CALENDAR YEAR 1913 PREPARED UNDER THE DIRECTION OF F. H. Peters, C. E., COMMISSIONER OF IRRIGATION. BY P. M. SAUDER, M. Can. Soc. C.E., Chief Hydrographer; Assisted by G. H. WHYTE and G. R. ELLIOTT, B.A. Sc. PRINTED BY ORDER OF PARLIAMENT OTTAWA PRINTED BY J. de L. TACHE, PRINTER TO THE KING'S MOST EXCELLENT MAJESTY 1915 No. 25c. -1914 4 GEORGE V. SESSIONAL PAPER No. 25c A. 1914 co:nte:nts Page Introduclion 7 Scope of work ' Organization 7 Banil district 8 Calgary district 9 Macleod district '. 9 Cardston district 10 Milk Rivor district 11 Western Cypress Hills district 11 Eastern Cypress Hills district 12 Saskatoon district 13 Edmonton district 14 Athabasca district ._ 14 Current Meter Rating Station 15 Beneh-]SIarks 15 Office WorJ: 15 Conventions and Conferences 16 Future Work ._ 16 Definitions .' 17 Explanation and use of tables 17 Convenient equivalents 18 ]\Iethods of measuring stream flow 18 ]Methods of determining mean velocity' 21 Gauging stations 22 Low velocity limitations 22 Office computations 23 Winter records 24 Rating current meters 26 Athabasca River drainage basin 27 North Saskatchewan River drainage basin 36 South Saskatchewan River drainage basin 59 Red Deer River drainage basin 65 Bow River dra-nage basin 68 Little Bow River drainage basin. 140 Oldman River drainage basin ' 144 Waterton River drainage basin 182 Belly River drainage basin 186 St. Mary River drainage basin 199 Milk River drainage basin f 217 Pakowki River drainage basin 245 Sage Creek drainage basin 247 Lodge Creek drainage basin 248 Battle Creek drainage basin 262 Frenchman River drainage basin 281 Swiftcurrent Creek drainage basin 310 Antelope Lake drainage basin 328 Lake of the Narrows drainage basin 333 Crane Lake ch'ainage basin 338 Hay Lake drainage basin 346 Bigstick Lake drainage basin 351 Many Island Lake drainage basin 362 Ross Creek drainage basin 369 Sevenpersons River drainage basin 379 Qu'Appelle River drainage basin 381 Moosejaw Creek drainage basin 384 Souris River drainage basin 389 Appendix, Report on Athabasca District by Gordon J. Smith, B.A., District Hydro- grapher 401 Index 407 Corrected Table on page 232 of 1912 Report inserted between pages 204 and 205 iii No. 25c.— U 4 GEORGE V. SESSIONAL PAPER No. 25c A, 1914 I L LIT S T H i^ T I O N S Plate. Subject 1. ISIount Ringrose near Laggan, Alberta.' Frontispiece To Face Page 2. Discharge, Mean Velocity and Area Curves of North Saskatchewan River at Prince Albert, Saskatchewan, for 1913 22 3. Open Water Rating Curves for Spray River near Banff, Alberta 24 4. Observations of Gauge Heights on Spray River near Banff, Alberta, with Cor- responding ^Maximum and Minimum Temperatiure and the Estimated Daily Discharges for the Winter 1912-1913 26 5. Cable station on Athabasca River at Jasper, Alberta 28 6. Gauging station on Lobstick River near Entwhistle, Alberta 28 7. Gauging Station on Stiu-geon River near Fort Saskatchewan, Alberta 56 8. Gauging Station on Battle River at Battleford, Saskatchewan 56 9. Gauging Station on Bow River at Banff, Alberta, in Winter 82 10. Gauging Station on Forty-mile Creek at Banff, Alberta, in Winter 82 11. Gauging Station on the Xorth Branch of Sheep River at Millar\aUe, Alberta. . . 114 12. Gauging Station on the South Branch of Sheep River near Black Diamond, Alberta 114 13. View of Pekisko Creek near Pekisko P.O., Alberta 124 14. View of Willow Creek near Willows P.O., Alberta 124 15. Crowsnest Mountain near Coleman, Alberta 178 16. Source of Crowsnest River, a Branch of Oldman River, near Coleman, Alberta. . 178 17. General View of the Current Meter Rating Station at Calgary, Alberta 218 18. View of the Rating Car at the Current Meter Rating Station at Calgary, Alberta 218 19. View in Valley of Fau-v/ell Creek near East End, Saskatcheawn 294 20. View of Frenchman River near Seventy-mile Crossing, Saskatchewan 294 21. View of L'pper Athabasca River Valley South of Jasper, Alberta 402 22. View of Athabasca River above the Falls, South of Jasper, Alberta 402 23. Jasper Lake (an Expansion of Athabasca River) and Miette Range of Mountains 404 24. View of Upper Maligne River Valley 404 25. Canyon on Maligne River 406 26. Canyon on Rocky River 406 27. View of Stony River Valley near its Junction with Athabasca River 406 28. Headwaters of McLeod River (Mountain Park Pass) 406 29. Big Bend in McLeod River near Edson, Alberta 406 30. Grand Trunk Railway Bridge over McLead River at Mile 6 on Alberta Coal Branch 406 31. Map Showing the Gauging Stations in Alberta and Saskatchewan , Inside Back Cover. 4 GEORGE V. SESSIONAL PAPER No. 25c A. 1914 To [Field Marshal, His Royal Highness Prince Arthur William Patrick Albert, Duke of Connaught and of Slrathearn, K.C., K.T., K.P., etc., etc, etc., Governor General and ^Commander in Chief of the Dominion of Canada. May it Please Your Royal Highness: The undersigned has the honour to lay before Your Royal Highness the report of the Pro- gress of Stream Measurements for the year 1913. Respectfully submitted, (Signed^ W. J. ROCHE, ^ Minister of the Interior, Ottawa, July 127, 1914. 4 GEORGE V. SESSIONAL PAPER No. 25c A. 1914 Department of the Interior, Ottawa, July 27, 1914. The Honourable W. J. Roche, M.D., Minister of the Interior. Sir:— I have the honour to submit the report of Stream Measurements for the year 1913, and to recommend that it be published as the fifth of a series of progress reports. I have the honour to be. Sir, Your obedient servant, W. W. CORY, Deputy Minister of the Interior. LETTERS OF TRANSMITTAL 4 GEORGE V. SESSIONAL PAPER No. 25c A. 1914 Department of the Interior, Irrieation Branch. Ottawa, JuIj^ 27, 1914. W. W. Cory, Esq., C.M.G., Deputy Minister of the Interior. Sir:— I submit herewith the report of Stream Measurements for the year 1913, submitted by F. H. Peters C. E., Commissioner of Irrigation, and would recommend that it be published. Respectfully submitted, E. F. Drake, Superintendent of Irrigation. Department of the Interior, Irrigation Office, Calgary, Alberta., June 30, 1914. E. F. Drake, Esq., Superintendent of Irrigation, Department of the Interior, Ottawa, Canada. Sir:— I have the honour to transmit herewith the manuscript of the Report of the Progress of Stream Measurements for the calendar year 1913. This report has been prepared, under my direction, by P. M. Sauder, M. Can. See. C. E., Chief Hydrographer, G. H. Whvte, and G. R. Elliott, B. A. Se. I beg to recommend that it be published as the fifth of the series of Reports of Pro- gress of Stream Measurements. I have the honour to be, Sir, Your obedient servant, F. H. PETERS, Commissioner of Irrigation. Department of the Interior, Irrigation Office, Calgary, Alberta, June 29, 1914 F. H. Peters, Esq., M. Can. Soc. C. E., Commissioner of Irrigation, Department of the Interior, Calgary Alberta. Sir:— I beg to submit herewith the manuscript of the Report of Progress of Stream Measure- ments for the calendar year 1913. Owing to the fact that much of my time has been taken by other duties, most of the work of preparing this report has fallen to my assistants, G. H. Whyte, and G. R. Elliott, B.A. Sc. The report gives a brief outline of the methods of obtaining and compiling the data contained therein, but owing to the want of space and time, many of the details had to be omitted. There is given in tabulated form all the records of stream flow during 1913. I beg to recommend that this report be published as the fifth of the series of Reports of Progress of Stream Measurements. I have the honour to be. Sir, Your obedient servant, P. M. SAUDER, Chief Hydrographer. 4 GEORGE V. SESSIONAL PAPER No. 25c REPORT OF PROGRESS OF STREAM MEASUREMENTS FOR THE CALENDAR YEAR 1913. By P. M. SAUDER, G. H. WHYTE and G. R. ELLIOTT. INTRODUCTION SCOPE OF WORK The cMef features of the stream measurement work are the collection of data relatin.£T to the flow of surface waters and a study of the conditions affecting this flow. Information is also collected concerning river proflles, the duration and magnitude of floods, irrigation, water-power, storage, seepage, etc., which may be of use in hj-drographic studies. This information is obtained by a series of observation at regular gauging stations which are established at suitable points. The selection of sites for these gauging stations and their maintenance depend largely upon the physical features and needs of the locality. If water is to be used for irrigation purposes the summer flow receives special attention; where it is required for power purposes it becomes necessarj' to determine the minimum flow; if water is to be stored, information is obtained regarding the maximum flow. In all cases the duration of the different stages of the streams is recorded. Thi-oughout the countr}- gauging stations are maintained for general .statistical purposes, to show the conditions existing tkrough long periods. They are also used as primary stations, and their records in connec- tion with short series of measurements will serve as basis for estimating the flow at other points in the di'ainage basin. During the open water season of 1913, records were taken at one hundred and forty-six (146) regular gauging stations on various streams in Alberta and Saskatchewan and at seventeen (17) regulai* gauging stations on irrigation ditches. Winter records, which are so valuable for power investigations and municipal water supplies, are receiving special attention and records are now being secured on almost aU the important streams in these two provinces, during the entire year. « ORGANIZATIOX. The methods of carriyng on the investigations were similar to those of previous years. Local residents were engaged to observe the gauge height at regular stations. These obser- vations were recorded in a book supphed by the department, and at the end of each week the observer copied the week's records on a postal card which was sent to the chief hydrogra- pher by the first convenient mail. The district hydrographers made regular \isits to the gauging stations, usually once in every three weeks. On these visits they examined the observers' records, made discharge measurements and collected such information and data as would be of use in making estimates of the dail^' flow at the station. The results of the guagings were transmilted by a postal card to the chief hydrographer. In the office these re- ports of the gauge height observers and the hydrographers were copied from the postal cards to regular forms and tiled. At the close of the open season, some of the hydrogi'aphers return- ed to the office and assisted in the final computations and estimates of run-off. Gauge height-area, gauge height-mean velocity, and gauge height-discharge curves were plotted and rating tables constructed. Tables of discharge measurements, daily gauge height and discharge, and monthly discharge were also compiled. These records have been re-copied and are embodied in this, the Fiith Annual Report of i'rogress of ^>tream ^leasurements. The organization also was very similar to that of previous years, except that owing to the fact that the Chief Hydrographer spent the most of his time on administrative work, and the office work had very materially increased, it was found necessary to increase the office staff to include two assistant engineers. The regular staff for the past year, therefore, included thirteen assistant engineers, a recorder, a computer, and a clerk. Similai'ly to i^revious \'ears, the territory, which includes almost aU the accessible portions of Alberta and Sask- atchewan, was divided, for administrative purposes, into ten districts, viz.; Banff, Calgary, Alacleod, Cardston, Milk River, Western Cypress Hills, Eastern Cypress Hills, Saskatoon, 8 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Edmonton and Athabasca. In eacli district there was one hydrographer, who while in the field, employed temporary assistance, and was equipped with the necessary ganging and surveying instruments. In Banff, Calgary, Macleod, Saskatoon, Edmonton, and Athabasca districts, the hydrographers travelled by train and hired livery, and stopped at hotels and stopping houses; while in the other districts they were supplied with a team, light waggon, and light camping outfit. The thirteenth engineer was employed at rating meters and other extra work. The number of gauging stations maintained during the winter months was much less than dm-ing the summer, and by re-arranging the district six engineers were able to do all the field work during the winter. The other seven engineers together with an extra temporary employee have compiled the records for the annua report. At the request of the Water Powers Branch, and the City of Prince Albert, a special study of the winter flow of the Korth Saskatchewan River at Prince Albert, was commenced in December last, and an extra assis- tant engineer was employed for this work. BANFF DISTRICT. This district included the following regular gauging stations: Stream Location Date established Bath Creek N.E. 32-28-16-5 April 9, 1913 Bow River ' S.E. 28-28-16-5a July 18, 1910 Bow River... . . . S.E. 35-25-12-5 IMay 25, 1909 Bow River N.W. 32-24-8-5 Mar. 10, 1912 Cascade River S.E. 19-26-11-5 August 16, 1911 Fortv-mile Creek S.W. 2-26-12-5 July 31, 1912 Gho^t River N.E. 23-26-6-5 Aug. 17, 1911 Jumpingpound Creek S.E. 30-24-4-5 May 7, 1908 Kananaskis River S.W. 34-24-8-5b Aug. 31, 1911 Louise Creek N.E. 20-28-16-5 July 5, 1913 Pipestone River S.W. 27-2S-16-5 Aug. 31, 1911 Spray River N.W. 25-25-12-5 July 15, 1910 In a few cases the conditions have been so unfavourable that gauge readings could not be obtained all winter, but in almost every case discharge measurements have been made regularly at intervals of about two weeks during the whole year at all the above stations excepting those on Bath and Louise Creeks, which were established during the current year, and Jumpingpound Creek which was not maintained during the winter months. Miscellaneous gaugings were made of Beaupre Creek (N.E. 15-26-5-5), Big Hill Creek (S.W. 10-26-4-5), Bow River (S.W. 32-26-14-5), Grand VaUey Creek (S.W. 24-26-5-5), Healy Creek (S.W 29-25-12-5). Horse Creek (N.E. 8-26-4-5), Spencer Creek (S.E. 18-26 5-5), Spray River (at Spray Lakes) and Vermillion Creek (S.W. 32-26-14-5.) The records at the two new gauging stations on Bath and Louise Creeks will give some valuable data regarding the run-off from the snow clad regions, as a large portion of the drainage areas above these stations is always covered with snow and ice. The Calgary Power and Transmission Company have recently completed their new power plant at Kananaskis Falls, and now have a total capacity of 41,000 horsepower (25,000 at the Horseshoe plant and 18,000 at the Kananaskis plant), when there is sufficient water available. The operation of the storage reservoirs in connection with these plants affects the natural flow slightly of Bow River below Cascades River, and backmater from the dam at Kananaskis Falls made it necessary to move the gauging station on Kananaskis River further upstream. SurA^eys by the Water Powers Branch indicate that the most favourable undeveloped storage on the head-waters of Bow River is at Spray Lakes and for the purposes of making a comparison of the flow of Spray River at the lakes and at the mouth, a gauging was made at the outlet of the lakes. The one isolated gauging does not, however, give very valuable information and as soon as possible a gauge will he estabUshed and gaugings made regularly. H. C. Ritchie, A. M. Can. Soc. C. E., was in charge of the field work in this district and the final computations were made by G. R. Elliott. a. — This station wa3 originally located on N.E. 23-23-16-5 but was moved to its present position on August 31, 1911. b. — This station was originally located on N.W. 33-21-8-5 but was moved to its present position on May 13, 1913. INTRODUCTION » SESSIONAL PAPER No. 25c CALGARY DISTRICT. This district included the following regular gauging stations: Stream Location Date established Bow River... S.E. 2-21-19-4a Aug. 20, 1909 Bow River... " ' ' K.E. 32-21-25-4b Sept., 1909 Boxelder Creek..". .'. N.E. 2-12-30-3 May 24, 1910 BuUshead Creek S.E. 16-12-5-4 July 26, 1909 Findlav & McDougal Ditch S.W. 31-18-29-4 June 17, 1911 Fish Creek.. ., S.W. 26-22-3-5 May 13, 1907 Highwood River S.E. 20-18-2-5 July 27, 1912 Hi^hwood River N.W. 6-19-28-4 May 28, 1908 Hilhwood River N.W. 17-20-28-4 Oct. 3, 1911 Little Bow Ditch S.W. 6-19-28-4 Aug. 1, 1910 Maekay Creek N.W. 26-11-1-4 July 29, 1909 Pekisko Creek N.W. 8-17-2-5 Oct. 6, 1911 Ross Creek N.W. 31-11-2-4 July 28, 1909 Sevenpersons River N.E. 30-12-5-4- April 27, 1910 Sheep River N.W. 22-20-29-4 May 25, 1908 N.B. Sheep River S.W. 12-21-3-5 May 22, 1908 S.B. Sheep River S.W. 17-20-2-5 May 23, 1908 South Saskatchewan River N.W. 31-12-5-4 May 31, 1911 Stimson Creek N.W. .2-17-2-5c Oct. 6, 1911 It will be noted that this district did not include the Bow and Elbow Rivers at Calgary, but included instead several streams at, and east of Medicine Hat. Owing to the difficulty and cost of securing records on Berry and Blood Indian Creeks, the regular gauging stations on these two streams have been abandoned until the district is more accessible, and no gaugings were made of these at all during 1913. The lower station on Bow River had to be moved because of backwater from the Canadian Pacific Railway Company's dam. It is now located below the dam. The other gauging station in this district on Bow River was not satis- factory in its original location and had not been used for over two years. The Southern Alberta Land Company re-established it in its present position and we are co-operating with them in collecting the records. Miscellaneous gaugings were made of the North and South Branches of Fish Creek near Priddis, Lineham's spillway at High River, Pine Creek near De Winton, Tongueflag Creek near High River and several springs. The Dams of the Southern Alberta Land Company near Namaka and the Canadian Pacific Railway Company near Bassano are now practically completed and some water will probably be diverted at each of these points during 1914. Arrangements are therefore being made for securing records of the fiow in the canals during 1914. The only gauging stations in the above list that were maintained during the winter were those on Highwood River at High River and the South Saskatchewan River at Medicine Hat, the former being included in the Edmonton and the latter in the Macleod district during the winter months. F. R. Steinberger, B.E., was in charge of the field work in this district during the open water period, and the final computations were made by G. R. Elliott and E. J. Switzer. MACLEOD DISTRICT. This district included the following regular gauging stations: Stream Location Belly River N.W. 1-9-22-4 Canyon Creek N.E. 14-6-2-5- Cow Creek N.E. 14-8-2-5 Crowsnest River S.W. 12-8-5-5 Crowsnest River N.E. 36-7-4-5 Crowsnest River N.E. 26-7-2-5 McGillivray Creek S.E. 7-8-4-5 Mill Creek S.W. 18-6-1-5 Mosquito Creek N.E. 30-16-28-4 Muddypound Creek S.W. 27-11-28-4 a. — This station was originally located on Sec. 13-21-19-4, but was moved to its present position in May, 1913. b. — This station was originally located on Sec. 31-21-25-4, but was moved to its present position in May, 1913 c. — This station was originally located on the S.E. 14-17-2-5, but was moved to its present position on July 4 » 1912. ate Established Aug. 31, 1911 July c, 1910 May 26, 1910 July 28, 1910 July 28, 1910 Sept. 7, 1907 July 23, 1913 July 7, 1910 Aug. 1, 1908 July 27. 1908 10 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Stream Location Date Established Naiiton Creek S.E. 19-16-28-4a Aug. 3, 1908 Oldman River N.E. 34-7-1-5 Sept. 15, 1908 Oldman River N.W. 10-9-26-4 July 12, 1910 Pineher Creek S.W. 23-6-30-4 Aug. 13, 1906 Southfork River S.W. 2-7-1-5 Aug. 5, 1909 St. Mary River N.E. 26-7-22-4 Oct. 13,1911 Todd Creek S.W. 19-8-1-5 Aug. 3, 1909 Trout Creek S.E. 33-11-28-4 July 7, 1911 Willow Creek S.E. 26-9-26-4 July 1, 1909 Miscellaneous gaugings were made of Allison Creek (S.W. 11-8-5-5), Bellevue Creek (N.E. 29-7-3-5), Connelly Creek (S.E. 36-7-2-5), Dago Creek (S.W. 19-13-2-5), Drum Creek (.NE.. 18-7-3-5), Ernest Creek (N.E. 26-10-3-5), Eortier Springs (S.E. 17-7-1-5), Gold Creek (S.E. 30-7-3-5), Jim Creek (N.E. 6-15-1-5), Lyon Creek (Near Blairmore), Nez- Perce' Creek (S.E. 17-8-4-5), Playle Creek (S.W. 32-11-1-5), Summit Creek (S.W. 12-8-6-5), Willow Creek (near Claresholm), York Creek (N.W. 34-7-4-5) and several other spring creeks. As this district has been organized for several years and there have been no extensive developments of the water resom-ces, no changes of any account were made during the past year. Records of the flow of Oldman River have however become very valuable in connection with the investigation of the proposed scheme to irrigate a large tract of land lying_ between Little Bow River and Oldman River. Winter records were taken of Belly River, Crowsnest River (three stations), McGilli- vray Creek (December only,), Oldman River (two stations), Southfork River, St. Mary River and Summit Creek (miscellaneous) ; Belly and St. Mary Rivers being included in the Cardston district during the winter months. H. O. Brown, B. A. Sc. was in charge of the field work in this district until early in May when he was transferred to other work and Roundell Palmer was placed in charge for the balance of the year. The final computations were made by H. O. BrowTi, E. J. Switzer and G. R. Elliott. CARDSTON DISTRICT. This district included the following regular gauging stations: Stream Location Belly River N.E. 5-2-28-4 Belly River S.E. 21-6-25-4^ Boundary Creek N.W. 20-1-26-4 Can. Pac. Rv. Co. Canal : . S.E. 21-2-24-4 Christianson Ditch S.E. 12-3-28-4 Crooked Creek S.W. 22-2-29-4 Fidler Ditch S.E. 19-1-26-4 Lee Creek •. N.W. 10-3-25-4 Lee Creek S.E. 27-2-26-4 Mami Creek S.E. 19-2-27-4 N.B. Milk River N.E. ll-l-23-4b N.B. Milk River N.E. 18-2-20-4 XT r, n,i-ii R- (S.W. 29-37 N-9W. N. B. Milk River ^Montana, U. S. A. Rolph Creek S.E. 21-2-24-4 St. Mary River N.W. 25-1-25-4- Waterton River N.E. 8-2-29-4 Date Established Nov. 1, 1911 May 27, 1919 June 18, 1913 Julv 26, 1910 Sept. 14, 1911 Sept. 15, 1909 Sept. 13, 1911 June 28, 1909 May 5, 1913 Aug. 13, 1909 Julv 21, 1909 July 17, 1909 P.M.) Apr. 23, 1913 May 17, 1911 By A.R. I. Co In 1905 Aug. 26, 1908 In 1912 an arrangement was made with the United States Geological Survey by which regular gauging stations on St. Mary and Milk Rivers would be maintained jointly, each bearing half the cost of construction and maintenance. The upper stations on St. ISlary River and the North Branch of Milk River were therefore re-located at better sites and a new station was established on the South Branch of Milk River in the State of JSlontana. These stations were equipped with automatic recording gauges early in 1913, which have been used since then. Miscellaneous gaugings were made of Blackfoot Creek (near Standoff), Blakiston Brook (N.E. 30-1-29-4), Boundary Creek (N.E. 27-1-26-4), Cottonwood Creek (S.W. 21-2- 29-4), Drywood River (N.W. 18-4-29-4), Foothill Creek (near Twin Butte P. 0.),Oil Creek (S.W. 23-1-30-4), Pine Creek (N.W. 21-3-29-4), and St. Mary River (S.W. 11-3-25-4). a. — This station was originally located on N.W. 20-16-28-4, but was moved to its present location Sept. 1913. b. — This station was originally located on X.E. 13-1-23-4, but was moved to its present position on May 1, 1913. INTRODUCTION 11 SESSIONAL PAPER No. 25c Winter records were taken of Belly River., Lee Creek, North Branch of Milk River, St. Marj- River, and Waterton River; The station on Belly River at Standoff being included in the Maeleod district during the winter months. V. Meek, B. Sc, was in charge of the field work in this district from January 1st to Januarv 26th, G. F. Deas from January- 27th to April 29th, F. R. Burfield, A.M.I.C.E., from April oOth to September 13th, L. Danielson from September 15th to November 17th, and J. E. Degnan for the balance of the year. The final computations for the annual report were made by L. Danielsen, E. J. Switzer and G. H. Whyte. MILK BIVER DISTRICT. This district included the following regular gauging stations: Stream Location Date Established Deer Creek Cattle Go's Ditch S.W. 36-1-12-4 April 27, 1912 Hooper and Huck-vale's Ditch S.W. 27-4-6-4 May 2, 1912 Manyberries Creek S.W. 27-4-6-4a June 17, 1910 Milk River N.E. 21-2-16-4 May IS, 1909 Milk River '.'.'. S.W. 35-1-13-4 Aug. 2, 1909 Milk River S.W. 21-2-8-4 Aug. 5, 1909 Milk River N.E. 6-37 N-9 E.P.M., Aug. 7, 1909 Montana, U. S. A.b N.B. Milk River S.W. 19-2-18-4 July 15, 1909 S.B. Milk River N.W. 31-1-18-4 July 14, 1909 It was impossible to secure an observer for the gauge on the North Branch of Milk River on the S.W. Vi Sec. 19, Tp. 2, Rge.18, W. 4th Mer., but discharge measurements were made at every opportunity. The gauging station in the State of Montana is maintained jointly with, the United States Geological Survey. It was equipped with an automatic gauge early in the summer of 1913. (Sec. 16-4-6-4), Mackie Creek (Sec. 19-2-18-4), Miners Coulee (Sec. 11-2-11-4), and Police Coulee (Sec. 35-1-13-4). Winter records were taken only at the regular gauging station on ]SIilk River on the N.E. 1,4 Sec. 21, Tp. 2, Rge. 16, W. 4th Mer., which was included in the Cardston district du- ring the winter months. J. E. Degnan was in charge of the field work in this district, and R. J. Srigley made the final computations for the annual report. WESTERN CYPRESS HILLS. This district included the follo^wang regular gauging stations: Stream Location Date Established Battle Creek: N.E. 33-5-29-3 June 3, 1909 Battle Creek N.W. 33-5-27-3(! July 5, 1910 Battle Creek N.E. 3-3-27-3 Alay 11, 1910 BuUshead Creek N.W. 15-9-5-4 Oct. 9, 1911 Cheeseman Ditch S.W. 12-8-29-3 June 24, 1911 Gaff Ditch S.W. 25-5-29-3 July 11, 1911 Gap Creek S.E. 4-10-27-3 April 25, 1909 Gap Creek N.E. 31-11-26-3 May 3,1910 Grosventre Creek S.E. 27-9-4-4 Oct. 10, 1911 Lindner Ditch N.W. 10-6-29-3 July 26, 1910 Lodge Creek ; N.W. 10-6-3-4 July 22, 1909 Lodge Creek N.E. 36-3-1-4 Aug. 31, 1912 Lodge Creek S.E. 12-1-29-3 Aug. 13, 1909 E.B. Lodge Creek S.E. 1-7-3-4 Oct. 17,1911 E.B. Mackay Craek N.W. 36-10-1-4 Oct. 13, 1911 W.B. Mackay Creek N.E. 27-10-l-4d Oct 12, 1911 Maple Creek N.E. 16-11-26-3 May 9, 1908 a. — This station was originally located on S.E. 3-5-6-4, but was moved to its present position on May 2, 1912. b. — This station was orij^inally located on S.E. 3-1-5-4, but was moved to its present position in the spring of 1913 c. — This station was originally located on the S.W. 2-6-28-3, but was moved to its present position on May 29 , 1912. d. — This station was originally located on the S.W. 23-10-2-4, but was moved to its present position on September 20, 1912. No. 25c.— 2 12 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Stream Location Date Established Maple Creek S.E. 28-11-26-3 May 4, 1910 McShane Creek.'. .".■.■ S.W. 3-10-27-3 April 23, 1909 Middle Creek S.W. 35-5-1-4 June 21, 1910 Middle Creek S.W. 30-5-29-3 July 20, 1909 Middle Creek N.W. 4-2-29-3 June 13, 1910 Oxarart Creek N.E 20-6-27-3 June 15, 1909 Ross Creek N.W. 24-9-3-4 Oct. 11, 1911 Sixmile Creek S.W. 6-7-28-3a July 22, 1909 Spangler Ditch S.W. 6-7-28-3 July 10, 1911 Stirling and Nash Ditch S.E. 22-3-27-3 July 11, 1911 Tenmile Creek • S.E. 4-6-29-3 July 21,1909 White Ditch S.W. 1-9-27-3 June 15, 1911 Sage Creek N.E. 9-1-2-4 Aug. 10, 1909 Miscellaneous gaugings were made of Anderson Ditch (S.W. 23-6-3-4), Cypress Creek (S.W. 17-9-27-3), Fourmile Creek (S.E. 11-8-29-3), Maple Creek (N.W. 23-14-26-3), Marshall and Gaff Ditch (N.E. 33-5-29-3), Middle Creek, Mink Creek (S.E. 31-7-29-3), Mitchell Ditch (N.E. 23-14-26-3) Starks and Burton Ditch (S.E. 17-11-5-4), Stoney Creek (N.E. 30-11-1-4), Whitemud Coulee (S.W. 26-7-29-3) and several spring and small creeks. The station on Lodge Creek near the International boundary was equipped with a cable, car, measuring line and stay line. Gaugings can now be made at all stages of the stream. During the year several private irrigation ditches were completed and the area in this district under irrigation is being gradually increased. An extensive survey for the purpose of locating reservoir sites and determining the irrigable areas under them was made under the direction of the Commissioner of Irrigation during 1913. The results of the Survey which are of considerable interest will be found in his report on "Irrigation and Irrigation Surveys" for 1913. During 1913, a part of the Weyburn-Lethbridge Branch of the Canadian Pacific Railway was graded through this district. It will soon be completed and in operation, which will make this district much more accessible and give its development quite an impetus. No winter records were taken in this district during 1913. H. D. St. A. Smith, Grad. R.M.C., was in charge of the field work in this district during 1913, and also made the final computations for the annual report. EASTERN CYPRESS HILLS. This district included the following regular gauging stations: Stream Location Date Established Bear Creek S.E. 18-11-23-3 June 22, 1908 E.B. Bear Creek.'..'. '.'.'.'.'.'.'.'.'. S.E. 21-10-23-3 Aug. 18, 1909 W.B. Bear Creek S.W. 32-10-23-3 Sept. 16, 1909 Belanger Creek S.W. 18-7-25-3 June 12, 1909 Belanger Creek S.W. 30-6-25-3 Mar. 31, 1912 Bone Creek N.W. 34-8-22-3 July 2, 1908 Bridge Creek S.E. 33-10-22-3 April 8. 1911 Bridge Creek '...'.'.'.'.'. N.E. 11-11-22-3 July 29. 1909 Davis Creek N.E. 29-6-25-3 May 24, 1909 Fairwell Creek.... N.W. 30-6-24-3 June 10, 1909 Frenchman River... .'.'.'.'.'. N.W. 16-6-24-3 July 10. 1912 Frenchman River N.E. 23-6-23-3 July 9, 1912 Frenchman River N.E. 31-6-21-3 July 3 1, 1908 N.B. Frenchman River N.E. 16-7-22-3 July 2o. 1908 Hay Creek S W 29-10-25-3 July 4. 1910 Hay Creek N-E. 30-10-25-3 April 22. 1909 Jones Creek'. .'.'.'.'.■.■ S.E. 20-8-20-3 May 1 5. 191^ Lonepine Creek N.W. 27-7-26-4 July 1 7. 1909 Morrison Ditch S.W. 26-6-21-3 Aug. 22. 1911 Piapot Creek N.E. lS-ll-24-3b June 17, 1908 Pollock Ditch N.W. 22-7-21-3 Aug. 10, 1911 Rose Creek N.E. 20-7-22-3 May 1.1911 Sk-uU Creek N.E. 29-10-22-3 April 8, 1911 Skull Creek N.W. 10-11-22-3 June 29, 1908 a._This station was originally located on the N.\V. 29-7-28-3, but was moved to its present position on July b_This station was originally located on the S.W. 17-11-24-3, but was moved to its present position on May 13, 1909. Date Established July 31, 1908 May 26, 1909 May 18, 1909 June 15. 1910 May 27, 1910 INTRODUCTION 13 SESSIONAL PAPER No. 25c Stream Location Strong and Day's Ditch N.E. 25-6-22-3a Sucker Creek N.W. 24-6-26-3 Swiftcurrent Creek S.W. 22-7-21-3 Swiftcurrent Creek S.E. 18-10-19-3 Swiftcurrent Creek S.W. 17-10-19-3 Miscellaneous gaugings were made of Barroby Ditch (S.E. 33-6-23-3), Bates Ditch (S.E. 7-6-16-3), E.B. Bear Creek (N.E. 29-10-23-3), W.B. Bear Creek (N.E. 29-10-23-3), Blacktail Creek (N.E. 30-6-23-3). Bone Creek (N.E. 10-11-20-3). Calf Creek (Sec. 4-8-22-3), Concrete Coulee (Sec. 2-7-21-3), Cross Ditch N.W. 15-7-22-3), Dovle Coulee (S.E. 17-7-22-3), Dry Coulee (N W. 16-6-24-3), Frenchman River (See. 21-5-17-3), Jones Coulee (N.E. 5 & S.W. 8-8-20-3), Mule Creek (S.E. 34-5-17-3), Petrified Coulee (N.E. 7-4-27-3) Rocky Creek (S.E. 6-8-27-3, Saunders Springs (S.E .20-10-2.5-3), and several other springs and small creeks. Artificial controls were constructed on Skull and Piapot Creeks and proved very satis- factory, and on two very small streams, Rose and Lonepine Creeks, weirs were constructed and also proved very satisfactory. The beds of these streams had always been very unstable and made it difficult to make accurate estimates of the daily discharge. It is proposed to construct weirs or artificial controls at several other stations which have been shifting. During the year several private irrigation ditches were completed and the area in this district under irrigation is also being gradually increased. The Weybiurn-Lethbridge Branch of the Canadian Pacific Railway is graded through this district and will soon be completed and in operation. This will very materially assist in the development of the district. No winter records were taken in this district during 1913- E. W. W. Hughes was in charge of the field work in this district and also made the final computations for the annual report. SASKATOON DISTRICT. This district included the following regular gauging stations: — - Stream Location Battle River : S.E. 19-43-16-3 Bridge Creek S.E. 23-13-19-3 Long Creek S.E. 10-2-8-2 Moose Mountain Creek N.E. 15-3-2-2 Moosejaw Creek N.E. 24-11-19-2 do N.W. 16-16-26-2 Qu'Appelle River N.W. 33-19-21-2 North Saskatchewan River N.E. 29-43-16-3 South Saskatchewan River " { gj^iS^e^^lbS* ^^1 do S.W. 28-36-5-3 Souris River N.E. 11-2-8-2 do N.E. 36-2-1-2 do S.W. 6-4-26-1 Swiftcurrent Creek S.W. 30-15-13-3 do N.W. 18-15-13-3 Miscellaneous gaugings were made of Moosejaw Creek (N. E. 14-15-25-2), Morrison Creek (N.W. 7-8-2-2), Souris River (S.W. 15-2-8-2), Swiftcurrent Creek (S.W. 12 & S.E. 24- 15-14-3, and S.W. 19-15-13-3), and Thunder Creek (at Moose Jaw). During 1913, the City of Swift Current built a dam in Swiftcurrent Creek to store w^ater for domestic purposes during the winter when the flow in the creek is very small and insuffi- cient, and the City of Moose Jaw completed a dam in Moosejaw Creek to store water for fire protection purposes. As intimated elsewhere, a special study of the winter flovr of the North Saskatchewan River at Prince Albert was commenced in December and an extra assistant engineer was en- gaged for the work. Three careful gaugings were made each week and the gauge was read three times each day. This will not only give very accurate records of the discharge of the river but the results should also furnish some valuable data for research purposes. Winter records were taken at all of the regular gaugings stations in this district, except on Bridge Creek, Long Creek, Moose ]Mountain Creek, the upper station on Moosejaw Creek and the two lowxT stations on Souris River. O. H. Hoover, B.A.Sc, was in charge of the field work in this district and also made the final computations for the annual report. W. H. Storey was placed in charge of the special work at Prince Albert. a. — This station was originally located on Sec. 36-6-22-3, but was moved to its present position on April 17, 1911. Date Established June 17, 1911 Mar. 29, 1911 June 22, 1911 Sept. 4, 1913 June 21, 1911 April 7, 1910 ]Mav 12, 1911 May 16, 1911 Oct. 2, 1911 May 27, 1911 June 23, 1911 June 26, 1911 July 20, 1911 April 30, 1910 May 5, 1913 14 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 EDMONTON DISTRICT. TMs district included the following regular gauging stations : — Stream Location Date Established Athabasca River S.E. 20-66-22-4 Feb. 23, 1913 Battle River S.W. 4-43-25-4 May 7, 1913 Bow River N.E. 15-24-1-5 Nov. 25, 1910 Can. Pac. Ry. Go's Canal N.E. 21-23-29-4a May 18, 1911 Elbow River S.W. 14-24-l-5b May 8, 1908 Nose Creek N.W. 13-24-1-5 April 24, 1911 North Saskatchewan River N.E. 21-39-7-5 June 2, 1913 do do N.W. 33-52-24-4 May 14,1911 Red Deer River S.E. 20-38-27-4 Dee. 2, 1911 Sturgeon River Bet. River Lots27&52 April 23, 1913 St. Albert Settlement. do N.W. 28-55-22-4 Dec. 30, 1913 There w^as no apparatus at the gauging station on Athabasca River for making gaugings during open water and discbarge measurements were therefore made only during the winter months. A cable has however since been installed and continuous records mP be secured in future. The new gauging station on the North Saskatchewan River is at Rocky Mountain House, and owing to the poor train service very few gaugings were made. A gauging station was also started on the Clearwater River, at the same place, but was not finished for use in 1913. _ \ A Gurley Self Recording Water Stage Register was installed at the gauging station on Bow River in November, 1913. Miscellaneous gaugings were rtfade of Blindman River (N.W. 15-39-27-4), Pigeon Creek (at outlet of Pigeon Lake), and Red Deer River (N.E. 6-36-28-4). Winter records were taken at all of the regular gauging stations in this district, except those on Battle River, Can. Pac. Ry. Go's Canal, and Nose Greek. While there has been very little water power developed in this district, several concerns have made plans and wiU. probably commence construction in the near future. F. R. Burfield, A.M.I.C.E., was in charge of the field work in this district from January 1st to February 7th, V. Aleek, B.Sc, from February 8th to May 12th, J. S. Wright, Grad. R.M.C., from May 13th to June 19th, H. B. R. Thompson, from June 26th to July 14th, and P. H. Daniells, B.S., from July 15th to the end of the year. The final computations for the annual report were made by E. J. Switzer and G. H. Whyte. ATHABASCA DISTRICT. This district included the following regular gauging stations: — Stream Location Date Established Athabasca River N.W. 15-45-1-6 Mar. 4, 1913 Lobstick River N.E. 30-53-7-5 July 11, 1913 Miette River S.W. 9-45-1-6 Aug. 23, 1913 Rocky River N.W. 13-48-28-5 July 3, 1913 Miscellaneous gaugings were made of Athabasca River (N.E. 5-51-25-5 and S.E. 20-66- 22-4), Edson River (S.E. 16-54-16-5), Embarras River (S.W. 5-52-18-5), Fiddle Creek (near Miette Hot Springs), Macleod' River (N.W. 3-54-16-5 and N.W. 5-52-18-5), Maligne River (near Jasper), Pembina River (S.W. 20-53-7-5), Prairie Creek (N.E. 5-51-25-5), Snaring River (N.W. 33-46-1-6), Sundance Creek (N.W. 4-53-18-5), Stoney River (near Jasper House) and Wolf Greek (S.W. 3-54-16-5). This district ,it will bo observed, is a new one, and was until June 1913, a part of the Edmonton district. Considerable reconnaissance was done, but because observers were not available only a few regular stations were established. Several more regular stations will however be established during 1914. There are quite a number of every good sites for developing water power and winter records are therefore of especial value and are receiving particular attention. G. J. Smith, B.A., was in charge of the field work in this district during 1913 and has written a very interesting report of the district and the work done by him, which is attached to this report as an appendix. G. H. Whyte made the final computations for the annual report. a. — This station was originally located on N.E. 36-23-1-5-, but was moved to its present position in .\pril, 1913. b. — This station was originally located on the S.E. 15-21-1-5, but was moved to its present position in November 1911. INTRODUCTION 15 SESSIONAL PAPER No. 25c I CURREXT METER RATING STATION. The rating station was kept in operation from early in May until early in November. During this period all the current meters used in the field during 1913 were rated at least once and most of them were rated twice. In all fifty-six current meters were rated, thirty-seven for this branch, eight for the Manitoba Hydrographic Survey, six for the British Columbia Hydrographic Survey, two for the British Columbia Dept. of Lands, two for the Canadian Pacific Railway Company and one for Anderson and Warden, Consulting Engineers, at Vancouver, B.C. Each meter was rated in the condition in which it was returned from the field, and again after being cleaned, adjusted and fitted with a new bearing. A rating table was prepared on tracing Linen for each rating of each current meter. Blue prints of these were sent out with the meters and the originals were filled in the office for future reference. The recording apparatus on the rating car was improved earlj^ in the season so that now the exact time and distance of the run for an exact number of revolutions of the meter can be recorded. This simplifies the work and the results are more accurate. BENCH-MARKS. When the stream measurement work was first started, the gauges were usually referred to bench marks on wooden stakes or stumps of trees. These were easily shifted or destroyed and were not satisfactory-. In 1911, an iron bench-mark was adopted by this branch and now almost all the gauges are either referred to bench-marks on concrete piers or other permanent structures, or to one of these iron bench-marks. Whenever an opportunity is afforded these are tied to the Canadian Pacific Railway or Dominion Government levels, to determine their elevation above sea level, and they are therefore also a convenient reference for local levelling operations. Description of the iron bench-marks are given in the Report of the Progress of Stream Measurements for 1911 and 1912. OFFICE WORK. As above intimated the reports of the gauge height observers and the hjdrographers are transmitted to the office by postal cards. These are copied to office forms and filed in a cabinet, which is carefully indexed and where they can be referred to at any time without trouble. As the engineers complete their computations, the results are entered on convenient forms and filed in the same cabinet. A cabinet made up of four styles of di-awers is used for filing the records. The top section is used for filing the gauge height books of the observers and the current meter note books of the hydrographers. The gauge height books are filed alphabetically according to the names of the gauging stations while the current meter note books are filed alphabetically, accord- ing to the names of the hydrographers. The next section contains the postal cards sent in by the observers and the hj^drographers. Both of these are filed alphabetically, according to the names of the gauging stations. The third section is made up of map drawers and contains the gauge height-area, gauge height-mean velocity and gauge height-discharge curves, and plotted cross-sections which are filed alphabeticallj", according to the names of the gauging stations. The same section contains the maps sho^sdng the outlines of the drainage basins, filed nume- rically according to the number of the sectional sheet. The rating curves for the current meters are also filed in this section numerically, according to the office numbers of the meters. The bottom section of the cabinet consists of letter size pockets, alphabcticallj- aiTanged for each gauging station. The tables of gauge heights, discharge measurements, daih* gauge height and discharge, monthly discharge, a description of the station, and memos of any changes are filed in these pockets. The dift'erent rating tables for each meter are also filed numerically in this section and another drawer contains the monthly reports of the meteoro- logical service. The copying and fiUng of the reports of the gauge height observers and the hydrographers is entrusted to the office recorder. While doing this he must carefully examine all records to see that there are no errors, and where there are doubtful or impossible records it is his duty to have the data corrected or ascertain the cause of the unusual condition. He also makes out the pay list for the observers and condutes the correspondence relating to the records. All computations are checked before being used or published. For this reason, as far as possible, men with some technical education, or students in science, are engaged as helpers. The gaugings are computed by the helper and his work is checked bj^ the hydrographer. In some instances where there is a great deal of driving and camping out, the hydrographer cannot secure a helper who can compute discharges, and in that case he computes the dis- charges himself and his computations are cheeked in the office. Gaugings of the flow under ice are usually made by using the multiple point method, and vertical velocity curves have to be plotted to determine the mean velocity in the vertical. 16 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 The computation by this method is long and tedious and cannot be done by the hydrographer in the field. There are therefore a great many computations to be made in the office and the services of a computer are required. During the year 1913, G. H. Nettleton filled the position of office recorder and J. B. Gray that of office computer. When the stream measurement work was first started there was a slight tendency to make a big showing in the field work and to overlook the office work. UsuaUy the district hydrographers are j^oung and somewhat inexperienced engineers and do not always realize the importance of some of the details of the work. All the reports and field books should therefore be thoroughly checked as they are received and the results should be plotted on the gauge height-area, gauge height-mean velocity, and gauge height-discharge curves as soon as received in the office. Discrepancies in the records are then discovered at an early date, and the office is able to keep a better check on the results, and direct the work more intelligently. The Chief Hydrographer now spends the greater portion of his time on irriga- tion work and can only exercise a very general supervision over the stream measurement work. The staff was therefore strengthened early in 1913, by the appointment of two assis- tants to the Chief Hydrographer, who in addition to performing the duties of office engineers, act also as field inspectors. By constantly checking up the field and office work the assistants are bringing it up to a higher degree of accuracy. G. H. Whyte was appointed First Assistant to the Chief Hydrographer on .January 1st, 1913, and G. R. Elliott, B.A.Se., was appointed Second Assistant to the Chief Hydrographer on April 1st, 1913. CONVENTIONS AND CONFERENCES. In August p. ]M. Sauder and G. H. Whyte attended a convention of the Western Canada Irrigation Association at Lethbridge, Alberta. As usual the convention was well attended and the papers and addresses were very interesting and instructive. At the close of the convention the delegates were shown over some irrigated farms in the \-icinity of Lethbridge. In January 1914, G. H. Whyte attended a conference of the Western District Engineers of the Water Resources Branch of the United States Geological Survey, as representative of this office. It was held in the district office of the survey in Boise, Idaho, and was attended by N. C. Grover, Chief Hydrographer of the U. S. Geological Survey, most of the District Engineers of the Water Resources Branch in the Western States, a number of Assistant Engineers, two representatives from the U. S. Reclamation Service, and three representatives from Canada. The other Canadian representatives were R. G. Swan, Chief Engineer, British Columbia Hydrographic Survey, Vancouver, B.C., and C E. Richardson, District Engineer, British Columbia Hydrographic Survey, Nelson, B.C. While papers were not assigned to the Canadian representatives, they took part in the discussions and were given the same conside- tion as the District Engineers of the Water Resources Branch, and the conference was alwavs glad to hear how the work is done in Canda. M. Whyte considers himself very fortu- nate in having had the opportunity to attend this conference, and recommends that repre- sentatives be sent to all such conferences that in\atations are received for. His report of the conference was submitted some time ago, but as it deals more particularly with details of engineering and administrative work, it is not attached for publication. On February 20th and 21st, advantage was taken of the fact that nearly all the engineers of this branch employed on stream measuremr at were in headquarters to hold a conference. All the hydrographers were able to attend but F. R. Steinbarger and W. H. Storey. The papers were quite satisfactory and showed that the engineers are taking a keen interest in their work. Many important points were brought out in the papers and discussions. It is hoped that another conference will be hold next winter and that other branches of the government and other orgauizatioas doing stream maasurement work will be invited to send representatives. FUTURE WORK. The appropriation for stream measurements for the fiscal year 1914-1915 is larger than that of previous years and the work is therefore being extended. A special effort was made this year to get records of the early spring run-off in the Cypress Hills and Milk River districts. To do this two hydrograpers were sent out into each of these districts early in March. Owing to the fact that there was a comparatively small fall of snow during the past winter, the run-off was, it is believed, somewhat below the average but the records will nevertheless be quite valuable. Records of the flow of Milk River and almost all its important tributaries have been taken near the international boundary for several years, but very few records have been taken of Frenchman River and its tributaries near whore it crosses the international bounda- ry, and a hydrographer has therefore been placed in the field to secure complete records of these and other streams crossing the international boundary east of Frenchman River during the present year. INTRODUCTION ' 17 SESSIONAL PAPER No. 25c Several additional regular gauging stations will be established in Northern Alberta at an early date, and as soon as they can be cached at a reasonable expense records will be taken on all the important streams in Northern Alberta. In 1913, investigations of the absorption and seepage losses in canals were commenced on the canals of the Canadian Pacific Railwaj' Company near Calgary and Lethbridge. This work will be continued and given special attention during 1914. It is also proposed to maintain several additional regular gauging stations during the coming winter. DEFINITIONS. r The volume of water flowing in a stream is known as run-off or discharge. In expressing it various units are used, depending upon the kind of work for which the data is needed. Those used in this report are "second-feet," "acre-feet," "run-off per square mile" and "run-off in depth in inches" and may be defined as follows: "Second-foot" is an abbreviation for cubic foot per second and is the body of water flowing in a stream one foot wide and one foot deep at the rate of one foot per second. The "acre-foot" is the unit capacity used in connection with storage for irrigation work and is equivalent to 43,560 cubic feet. It is the quantity required to cover an acre to a depth of one foot. The expression "second-feet per square mile" means the average number of cubic feet of water flowing each second from every square mile of drainage area on the assumption that the rim-off is uniformly distributed. "Depth in inches" means the depth of water in inches that would have covered the drainage area, uniformly distribut d. if all the water could have accumulated on the sur- face. This quantity is used for comparing run-off with rain-fall, which quantity is u&uaUy given in depth in inches. It should be noticed that "acre-feet" and "depth in inches" represent the actual quanti- ties of water which are produced during the periods in question, while "second-feet," on the contrary, is merelj'^ a rate of flow per second. EXPLANATION AND USE OP TABLES. The data obtained and the estimates made therefrom have been compiled in tabulated form and for each regular gauging station are given, as far as available, the following data: — 1. Description of station. 2.' List of discharge measurements. 3. Table of daily gauge heights and discharges ' 4. Table of monthly discharges and run-off. The description of stations gives such general information about the locality and equip ment as would enable the reader to find and use the station. It also gives, as far as possible complete history of all the changes that have occured since the station was established and that might affect the records in any way. The list of discharge measurements gives the results of all the discharge measurements that have been made at or in the vicinity of the gauging station or have been used in comple- ting the records for the gauging station. It gives the date on which the measurement was made, the name of the hydrographer, the width and area of cross-section, the mean velocity of the current, the gauge height and the discharge in second feet. The table of daily gauge heights and discharges given in this report is a combination of two tables kept in the office of the survey, namely the table of daily gauge heights and the station rating table. The table of daily gauge heights gives the daily fluctuations of the surface of the water above the zero of the gauge, as reported by the observer. During high water, two observations of the gauge were made at some stations and the gauge height given in the table is the mean of the observation for the day. The discharge measure- ments and uuage heights are the base data from which the other tables are computed. The table of daily discharges is the discharge in second-feet, corresponding to the stage of the stream, as given by the station rating table. In the table of monthly discharge the column headed "Maximum" gives the mean flow for the day when the mean gauge height was highest. As the gauge is the mean for the day, there might have been short periods when the water and the corresponding discharge were greater than given in this column. Likewise, in the column "Minimum" the quantity given is the mean flow^ for the day when the mean gauge height was lowest. The column headed "Mkan" is the average flow for each second during the month. The computations for the quantities in the remaining columns have been based upon this mean. The drainage area for each gauging station was marked off on the sectional maps of the Department and the area taken off with a planimeter. In many districts, information regarding topographical features is very incomplete and the computed areas are only approximate. As the surveys of the Department are extended and completed these computations will be checked and, if necessary, corrected. 18 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 CONVENIENT EQUIVALENTS. The following is a list of convenient equivalents for use in hydraulic computations: — cubic foot equals 6.23 British Imperial gallons. cubic foot equals 7.48 United States gallons. acre equals 43,560 square feet; equals 4,840 square yards. acre-foot equals 43,560 cubic feet. acre-foot equals 271,472 British Imperial gallons. acre-foot equals 325,850 United States gallons. inch deep on 1 square mile equals 2,323,200 cubic feet. inch deep on 1 square mile equals 0,0737 second-feet per year. second-foot equals 6.23 British Imperial gallons per second; equals 373.8 gallons per minute; equals 538,272 gallons for one day. second-foot equals 7.48 United States gallons per second; equals 448.8 gallons per minute; equals 646,272 gallons for one day. second-foot equals about 1 acre-inch per hour. second-foot for one day equals 1.983 acre-feet. second-foot for one 28-day month equals 55,54 acre-feet. second-foot for one 29-day month equals 57.52 acre-feet. second-foot for one 30-day month equals 59.50 acre-feet. second-foot for one 31-day month equals 61.49 acre-feet. second-foot for 153 days equals 303.47 acre-feet. second-foot for one year equals 724 acre-feet. second-foot for one 28-day month covers 1 square mile 1.041 inches deep. second-foot for one 29-day month covers 1 square mile 1.079 inches deep. second-foot for one 30-day month covers 1 square mile 1.116 inches de'p. second-foot for one 31-day month covers 1 square mile 1.153 inches deep. second-foot for 153 days covers 150 acres 24,278 inches or 2.023 feet deep. second-foot for one year covers 1 square mile 13,572 inches or 1.131 feet deep 00 British Imperial gallons per minute equals 0.268 second-feet. 00 United States gallons per minute equals 0.223 second-feet. ,000,000 British Imperial gallons per day equals 1.88 second-feet. ,000,000 United States gallons per day equals 1.55 second-feet- ,000,000 British Imperial gallons equals 3.68 acre-feet. ,000,000 United States gallons equals 3.07 acre-feet. ,000,000 cubic feet equals 22.95 acre-feet. foot per second equals 0.682 miles per hour. cubic foot of water weights 62.5 pounds. horse-power equals 550 foot-pounds per second. horse-power equals 746 watts. horse-power equals 1 second-foot falling 8.80 feet. Vs horse power equals 1 kilowatt. sec. ft. X fall in feet net horsepower on water wheel, To calculate water power quickly: = realizing 80 per cent of the 11 theoretical power. To find the number of acre-feet required for a certain acreage under the prescribed duty of water of one hundred and fifty acres for each cubic foot of water per second flowing con- tinuously during the irrigation season (153 days), multiply the acreage by 2.02314. 1 British Columbia miners' inch equals 1.68 cubic feet per minute or 1 second-foot approximately equals 35.7 British Columbia minors' inches. METHODS OF MEASURING STREAM FLOW. There are three distinct methods of determining the surface flow of streams: (1) by measurements of slope and cross-section and the use of Chezy's and Kutter's formulae; (2) by means of , weirs, which include any device or structure that by measuring the depth on a crest or sill of known length and form, the flow of water may be determined; (3) by measuring the velocity of tha current and the ero--.s-section. The third method is the one most commonly used by this survey. The second is used when the flow is too small to be accurately deter- mined "by the third, while the first is only used in making estimates of the discharge of a stream when the only data available are the cross-section and slope. Slope jNIethod of Determining Discharge. — The slope of a stream, or rather of a section of a stream, is the difference in elevation between the upper and lower ends of the section, commonly called the fall, divided by the distance or the length of the section. Slope sections vary in length from two or three hundred feet to several hundred feet, depending largely upon the nature of the stream. INTRODUCTION 19 SESSIONAL PAPER No. 25c It is difficult to ascertain accurately the slope of the water surface in a stream, since in nearly all streams there are pulsations in the water, causing the surface to rise and fall locally. In most streams the slope of the bottom is far from uniform, and the flow of water in anj' given section is more or less influenced by the flow in the adjacent section, above or below. For this reason it is a good plan to consider a number of adjacent sections, compri- sing a considerable length of the stream in one computation, being careful to take into account the diversity- of cross-section at various places in the length. In determining the slope of the surface of a stream, levels are taken of the water surface at each end of the slope section, and referred to some datum or bench mark. A good plan is to set firmly a stout wooden stake below the water surface at each end of the slope section, and then to drive a nail into the top of each stake, so that the nail-head will exactly coincide with the water surface. The difference in elevation between the two nail-heads, divided by the dis- tance between the stakes, -wall give the slope. The wetted perimeter is that portion of a stream channel that is in contact with the water. The form or outline of the wetted perimeter of a stream has an important influence upon the velocity of the current. It is usually determined graphically from the plotted cross-section or may be measured by means of a flexible tape or chain after the flood has sub- sided. The hydraulic radius, which is sometimes called the mean radius of the channel below the water surface is found by dividing the area of the cross-section (in sq. ft.) by the length of the wetted perimeter (in feet). The Chezv formula, which is the fundamental formula for stream discharge, is : Q = AV in which Q = the discharge of the stream in sec. ft. A = the area of the cross-section in sq. feet. V = the mean velocity of flow, in ft. per sec. In applj-ing this formula to the determination of stream discharge, the mean velocity of a stream is considered a function of the slope and of the wetted perimeter of the stream. This may be expressed by formula as follows in which er= the hydraulic radius of the channel, es = the surface slope, and C is a variable coefficient, depending upon the nature of the channel. In determining the value of C for any given case it is customary to make use of Kutter's formula, which is: — .00281 1.811 41.6+ + s n c= In this formula r and s have the same significance as in the Chezy formula and the new factor n is called the coefficient of roughness. It is a variable coefficient, and its value is dependent upon the size, shape, slope and degree of roughness of the channel. Tables of values of n are given in various text books, but it is difficult to choose the correct value. It is therefore advisable whenever possible to compute the value of n from a measured discharge. As the slope method of determining discharge is seldom employed except to estimate flood discharge, a current meter measurement is very often made at the slope section, during low water. Having determined the mean velocity, slope and hydraulic radius at the time of the metering, the value of C may be found from the formula V=C \l Ti or C= , Trautwine's Pocket Book for CivU Engineers and other texts contain tables giving the value of n for different values of r, s, and c. From these tables we can interpolate the proper value of n for a particu- lar section of the stream, at low water stage. In most cases this value of n is applicable to high water and flood conditions of the stream also and is used with values of r and s for the high water or flood cross-section to determine the value of C at the higher stage. Having determined the value of C the computation of the discharge is simple. The results obtained by the slope method are in general only roughly approximate, owing to the difficulty in obtaining accurate data and the uncertainty of the value of n to be used. Weir Method of Determining Discharge. — As yet few permanent weirs have been constructed by this survey, but many regular weir measurements are made on small streams by means of a temporary weir. The weir used consists of a wooden base of 2-inch plank, to which is bolted a rectangular notch of three-eights inch steel with bevelled edges. In making a measurement by means of a temporary weir, the following directions should be followed as far as possible. The weir should be placed perpendicular and at right angles to the bed of the stream with the crest level. The discharge should be free in so much as the 20 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 nappe should have sufficient fall to allow air to have free circulation underneath it, and the head or depth on the crest should not exceed one-third of the lea^th. The channel of approach should be several times as wide as the openins; and the depth of water in the bay or pond should be at least twice the head on the weir, so as to eliminate velosity of approach and cross- currents. In choosing a site for a weir, a point should be chosen that will fulfil the above conditions and give a good sized bay or pond. To set up a temporary weir, a dam of sods and earth is thrown across the stream, the weir is set in place and the sods are tramped firmly around it to stop all leakage. On a stream with a sandy bed, sods or clay must be placed on the bottom for a few feet upstream to form a mattress to prevent the undermining of the dam. After the bay ha.s filled up, the head of the water is observed by taking the difference in elevation of the crest of the weir and the elevation of the water surface in the bay at a distance of 4 to 10 feet from the weir, with an engineer's level. Two common methods of getting the elevation of the water surface are (1) hold the levelling rod on a stone or other solid body under water and subtract the depth of water on the rod from the sight on the rod; (2) drive a pin divided into tenths of feet into the bed of the stream so that an even tenth is level with the surface of the water, then hold the levelling rod on the top of the pin and add the length of pin above the water to the sight on the rod. When the head of water has been determined the discharge, is computed by using one of the standard formulae which will suit the case. Tables giving the discharges for different beads and lengths of crests are pubUshed in many engineering texts. The formula used by this survey for rectangular sharp-crested weirs is: <3=3.33 (L — .2H) H^/2 being a modification of Francis' formula, to allow for end contractions and elimination of velocity of approach. in which Q = discharge in sec. ft.; L = length of crest in feet; H — head in feet. Measurements by means of temporary weirs should be made some distance above or below the gauge. If they are made close to a gauge, the gauge must be read before the weir is placed in the stream and the pond must be allowed to run off after the weir is removed before the gauge is re-read. Velocity Method of Determining Discharge. — There are two methods of deter- mining the velocity of flow of a stream, namely, direct and indirect. In the direct method by which the velocity is determined by means of floats, the liability of error is large, and the results far from satisfactory. This method is seldom used except for very rough estimates or when a current meter cannot be used. There are three common kinds of floats, viz: surface, sub-surface and tube or rod floats. In each the procedure is the same. A straight piece of channel is selected for the run and two cross-sections are taken at some convenient distance apart, usually from 100 to 200 feet. They are then divided into strips by means of a tagged wire. The velocity in each strip is then measured by noting the time taken by the float in traversing the run or distance between the two cross-sections. As the time and distance are both known the velocity can easily be computed. The velocity, whether measured by surface, subsurface or tube floats, must be multiplied by a coefficient less than unity to re- duce to the mean velocity before being used to compute the discharge. The indirect or current meter method is the most reliable and most widely used methodof determining the velocity of the flow of a stream. The meter used by this survey is the Price Patent, manufactured by W. & L. E. Gurley, Troy.N.Y. It consists of six cups attached to a vertical shaft which revolves on a conical hardened steel point when immersed in moving water. The number of revolutions is indicated electrically. The rating or relation between the velocity of the moving water and the revolutions of the wheel is determined for each meter by drawing it through still water for a given distance at different speeds and noting the number of revolutions for each run. F'rom this data a rating table is prepared which gives the velocity per second of moving water for any number of revolutions in a given time interval. In making a measurement with a current meter, a number of points, called measuring points, are measured off above and in the plane of the measuring section, at which observa- tions of depth and velocity are taken. These points are spaced equally for those parts of the section where the flow is uniform and smooth, but should be spaced unequally for other parts according to the discretion and judgment of the engineer. In general, the points should not be spaced farther apart than 5 per cent, of the distance between piers, nor farther apart than the approximate mean depth of the section at the time of measurement. The measuring points divide the total cross-section into elementary strips at each end of which observations of depth and velocity are made. The discharge of any elementary strip is the product of the average of the depths at the ends, the width of the strip, and the average of the mean velocities at the two ends of the strip. The sum of the discharges of the elementary strips is the total discharge of the stream. The accuracy of a discharge measurement taken at a velocity area station is dependent on two factors, the accuracy with which the area of the cross-section and the mean velocity of the flow normal to that section are measured. The greatest, and the most common errors in measurements of discharge are caused by erroneous soundings. Errors in soundings by weight and lino are due to the weight being carried down-stream, or, sometimes, to the bowing of the line. Both these causes make the soundings too great. Errors in soundings with rods are due INTRODUCTION 21 SESSIONAL PAPER No. 25c to the rod not being perpendicular, to the water rising on the rod, and to the rod sinking in the bed. In order to verify the accuracy of soundings made at rnedium or high stages, they should be compared with those at low water. The mean velocitj^ is also very difficult to measure accurateh^ because it is constantly changing. It varies not only from the surface to the bottom but from one bank of the stream to the other, making it necessary to measure it at a number of points. METHODS OF DETERMINING MEAN VELOCITY. There are a number of different methods of determining the mean velocity at the ends of these strips, or, as it is commonly called, the mean velocity in a vertical, namely, multiple- point, single-point, and integration. These three principal multiple-point methods in general use are the vertical velocity-curve, three-point and two-point method. Vertical Velocity Curve IMethod of Determining ^SIeax Velocity. — In his method the centre of the meter is held as close to the surface of the water as is possible, being careful to keep it out of reach of all surface disturbances, and then at a number of different depths throughout the vertical. The velocity at each position of the meter is recorded. These observations are then plotted with velocities in feet per second as abscissae and their corresponding depths in feet as ordinates and a mean curve is drawn through the points. The mean velocity for the vertical is obtained by dividing the area bounded by the curve and its axis by the depth. In the absence of a planimeter for measuring the area, the depth is di\ided into 5 to 10 equal parts, and the velocities of the center ordinates of tliese parts are noted. The mean of these velocities will ven,' closely approximate the mean in the vertical. It is often more convenient, when the depth is a number of feet and a fraction, as 7.4, to di\ide the depth into 7 parts of a foot width, and a part of 0.4 foot width. Then the velocity to enter for the narrow part is 0.4 of the velocity at the centre of it. The vertical velocity curve is useful is studying the manner in which velocities occur in a vertical. From a study of a number of these curves the other shorter methods of determining mean veloeitj' are deduced. On account of the length of time taken to complete a measurement, this method is not used in general routine measurements, except during the winter, for a change of stage is almost sure to occur during a measurement on a large stream which conter- balances the increased accuracy. For this reason its use is limited to the determination of the coefficient to be used in the reduction of values obtained by other methods of measuring velocity to the true value, to the measurement of velocities under new and unusual conditions of flow, and for measurements under ice. Three-Point Method op Determining ^NIean Velocity. — This method gives the greatest accuracy outside of the vertical velocity curve and is the method most commonly used by this survey during the open season. The meter is held at 0.2, 0.6 and 0.8 depth. The mean velocity is then obtained by dividing by 4 the sum of the velocities at 0.2 and 0.8 depth plus twice the velocity at 0.6 depth. It is the best method to use during low water or in wide shallow streams having a rough bed where the thread of mean velocity varies considerably from the 0.6 depth. Two-Point JNIethod of Determining Mean Velocity. — In studying the vertical curves made at a number of different points and under varied conditions, it has been found that the mean of the velocities occun-ing at 0.2 and 0.8 depth gives very nearly the mean velocity in the vertical. Use is made of this fact in the two-point method of determining mean velocity, the meter being held at 0.2 and 0.8 depth in the vertical. This method has been found more accurate than the single point method and the time required for a metering is not very much greater. This method has been found to give, also, a very close approximate to the mean velocity in measurements of ice-covered streams, although these flow under very different conditions from those of open water. Single-Point Method of Determining Mean Velocity. — Experiments made under most favourable conditions and extending over a long period have established the point of mean velocity in a vertical at 0.6 of the depth. Therefore the error resulting from the use of the 0.6 depth as the depth of mean velocity is vei'y small though in some few cases a study of the vertical velocity curve will show the need of a coefficient to reduce the observed velocities to the mean. The variation of the coefficieut from unity in individual cases is, however, greater than in the two or three point method and the general results are not as satisfactory. For that reason this method is not employed very extensively by the survey. In the other principal single-point method the mstcr is held near the surface, at from 0.5 to 1 foot below the surface, care being taken to sink the instrument below the influence of "wind or waves. The resulting velocities must ba multiplied by a coelfinent to reduce them to mean velocities. This coefficient as found by a large number of experiments, varies from 0.78 to 0.98, depending upon the depth and speed of the stream. The deeper the stream and the greater the velocit3', the larger the coefficient. In flood work coeffisients varying from 0.90 to 0.9.5 should be used. This method is only used when the curreat is too strong to permit the sinking of the meter to any great depth below the surface of the water. It is often employed at times of flood, or when a stream is carrying a lot of drift wood or ice. 22 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. I9I4 Integration Method of Determining Mean Velocity. — This method of deter- mining the mean velocity in a vertical consists in moving the meter at a slow uniform speed from the bed of the stream to the surface and return in a vertical direction, the time and revolutions being observed. In travelling through all parts of the vertical the meter is acted upon by each and every thread of velocity from the bed to the surface of the stream, and the resulting observations determine the mean in that vertical. This method is very useful in cheeking the results of other methods. It is, however, seldom used by this survey as the Price meter is not suited to observations by this method, since the vertical motion of the meter causes the wheel to revolve. GAUGING STATIONS. The first step is to select a suitable locality for a gauging station. Although apparently simple, this is really a difficult task. Not only must the water be moving in nearly straight lines over a solid bed and between well defined banks, but the place must be accessible at moderate cost and there must be living near a competent person who can be engaged to serve as observer. Permanent gauging stations should only be selected after a very thorough recon- naissance. In the irrigation districts and in more thickly populated districts there is more or less diversion of water. This is apt to complicate matters for the hydrographer, for a gauging station above all works may not include aU the tributaries of the stream and it is often necessary to establish gauging stations at several points along the streams, and on tributaries, canals, and pipe lines in order to obtain complete information regarding the water supply in a particular stream. There are throe classes of gauging stations, namely, wading, bridge and cable stations. The wading station can of course only be used in the case of small streams having a maximum depth at its highest stage of 3 feet or less. The equipment for a wading station is small, consisting usually of a plain staff gauge, graduated to feet and hundredths, and fixed vertically to one of the banks of the stream. For convenience a measuring line, usually a wire with tags, may be fixed permanently at this section. When taking the reading, the hydrographer should stand below and to one side of the meter so as to not cause eddies in the water. Bridge stations, because of their permanency and the freedom of movement allowed the hydrographer, are much preferred. Very often, however, more particularly in swift currents, the piers materially affect the accuracy of the results. When the gauge cannot be attached to a pier, it is often attached horizontally to the guard-rail or floor of the bridge, and the height of the stream is found by lowering a weight by a chain over a pulley. It is indicated by a marker on the chain. Distances of three, five or ten feet, according to the size of the stream are marked on the lower chord of the down stream side of the bridge, to serve as a measuring line. Frequently it is impossible to establish a permanent gauging station at a bridge. In that case the wire cable of a ferry can be utilized, or, if that is not available, a permanent wire cable is stretched across the river. For spans of average length a galvanized wire cable three- fourths of an inch in diameter is safe. It is supported at each bank by means of high struts or by passing it through the crotch of a tree. The cable is run into the ground and anchored securely to a "dead man" buried at least six feet below the surface, or, if convenient, it is anchored to the lower part of the trunk of a tree. A turnbuckle is inserted in the cable between the strut and anchorage to permit tightening the cable when it begins to sag. A permanent measuring line, usually a wire, with tags 5 or 10 feet apart, is stretched across the stream just above the cable. A cage large enough to carry two men and instruments is constructed and suspended from the cable by means of east iron pulleys. The cage is moved from point to point by hand. A stay line, usually quarter-inch guy wire, is stretched across the stream about thirty to forty feet upstream from the cable, and securely fastened. By passing a sash cord through a pulley hung on this stay line the current meter is prevented from being carried down stream. LOW VELOCITY LIMITATIONS. Owing to the presence of a slight amount of friction in the current meter, a certain definite velocity is required to make the wheel revolve, i.e., to overcome the frictional resis- tance of the wheel. For this reason the meter is unsuitable for .the measurement of low velocities, approaching this value. This velocity, which is required to overcome friction, and which is obtained from the meter rating curve, is called the velocity of no flow for the particu- lar meter referred to. It varies in different types of meters, and also slightly in meters of the same tj^pe, according to the time the meter is in use, but very seldom exceeds 0.2 foot per second in any meter. From a number of observations the low velocity limit, below which values of velocity are unreliable, is found to be 0.5 foot per second. In many eases at low stages the gauging station on a stream becomes unsuitable for a discharge measurement owing to the mean velocity in the section falling below the safe limit. In such instances where it is possible to wade the stream a suitable gauging section may be located within a reasonable distance of the regular station and the discharge measurements made at this point. When DEPARTMENT OF THE INTERIOR STREAM MEASUREMENTS I9li PLATE NO. 2 1 1 " Ah £>a,-^ Area M^n/^/. G// /7/x/!arae ■^ /?fl/ 2-( 6727 3 72 12 ^S J2->S' S M»2/-22 S37S \ 2-t^ i82 1 y^«.- 6 yy^^. /2 £623 \ 2 S2 T£,5 ,f7i7 7 JiM7 ^'77 1 3 2' 1 5 •** 1 2ZX0 B /fua if saos 2 S3 S /7 /SMC 3 J'ifc/' J S&e3 2 5Z 6 X /«-« " :0 aifJC i,.7» ,7S 3 76 J9/V - t: .^' X / / T / , ^ ^ f " ,? ~"? ■ ■" ^^ . t '^ ^' \ t ' / f ^x 4 ? J ft -^'S,Z- / - 2 - ^ ■i-- 2, * ,/ t ,'i r ' , / 7 t " .* - -X _\ - /^ _ ? /Si:^ _<^' ~ x"S y - ^ ^ •^n i ^ / C •*s ft ^ A j . ' * ■y^^l'^ i^y ^ U* r- -fLy / y_ ,^ - - ^ r:'' Discharge , Mean Ve loc iTy and Area Curves NORTH SASKATCHEWAN RIVER at PRINCE ALBERT. SASK. Riverl.ot No 76. for 1313 z \C-tt --)^2 't . 2 ^ ^ ^ ^t =7- « -r- «<- r - 7 - J -r -f _ .(.. -_ i ^Z %' ?' I i ( JL jff:::-- /LL . yff/ / yZ\L ^ ■40 'P 'hr/A a j^.-i^,'.^s, ^ .<> i ^v.'// L 1 1 4 4 ' - INTRODUCTION 2^ SESSIONAL PAPER No. 25c a ganging is made at a cross-section other than the regular station, sufficient soundings should be made at the latter at the time of the gauging to develop the cross-section and compute the area. The measurement is thus referred to the regular gauging station and the mean velocity and area at the regular section is reported and used in the office computations. OFFICE COMPUTATIONS. Rating Curves and Tables. — When a series of discharge measurements has been made at a gauging station a rating curve is constructed for that station, showing graphically the discharge corresponding to any stage of the stream within the limits covered by the gaug- ings. This curve, as it is usually drawn, has as abscissae, the discharges in second-feet and as ordinates, the corresponding gauge heights at which the discharges were made. A smooth curve is drawn through the resulting set of points and from this curve the discharges at any stage within the limits of the curve are taken. Some measurements may be more reliable than others, owing to more or less favourable conditions at different times of gauging, or to other causes. In order to obtain the weight of the different measurements, curves with area and mean velocity, as abscissae, and gauge heights as ordinates, are also drawn. From a study of these curves any discrepancies in a measurement, either in its area or mean velocity, may be detected. Should it be necessary to extend the rating curve beyond the limits of actual discharge measurements the area and mean velocity curves may be constructed to the stages for which the discharge curve is desired and the latter found by taking the product of the two curves. The discharge curve under natural conditions of flow is always convex to the gauge height axis. The area curve is either a straight line or is convex to the gauge height axis, except in the ease of overhanging banks when it becomes concave to the axis. The mean velocity curve is always concave to the gauge height axis, except in eases where standing water occurs below the stage of no-flow. In this ease the curve will assume a reverse form, starting from the gauge height of zero flow with a curve convex to the gauge height axis and gradually reversing to a curve concave to this axis. In plotting all three curves the hori- zontal and vertical scales should be chosen that the curves may be used within the limits of accuracy for the work, and in their critical position will make, as nearly as possible, angles of 45 degrees with each axis. The rating curve being constructed it becomes necessary to prepare a station rating table, giving the discharge at any stage of the stream within the limits of the daily gauge height obserA^ations on record. From this rating table the daxly discharges corresponding to the daily gauge heights are read and tabulated. The rating table is constructed for tenths, half-tenths, or hundredths of feet, according to the readings of the gauge to which it is to be applied. The discharges for this table are read directly from the rating curve and are then adjusted so that the differences for successive stages shall be either constant or gradually increasing, but never decreasing, unless the station is affected by backwater. Daily Discharge, ]Monthly JNIean, and Run-Off. — The rating table being made to cover the range of daily gauge height observations, the next procedure in the computations is to make out a table of daily discharges from this rating table. The dail.y gauge heights are copied as they were sent in by the observer and opposite each the corresponding discharge is filled in from the rating table. The monthly discharge is found by totaUing the daily dis- charges for the month in question, and the monthly mean is obtained by dividing this" total by the number of days in the month. The run-off is computed with two different sets of units, depending upon the kind of work. for which the data is intended, as follows: (1) Run-off in inches is the depth to which a plane surface equal in extent to the drainage area would be covered if all the water (lowing from it in a given time were conserved and uniformly distributed thereon; it is used for comparing run-off with rain-fall, which is usually expressed in depth in inches. The monthly mean run-off in second-feet is divided by the area of the drainage basin in square miles to find the monthly mean run-off per square mile. This result, reduced to run-off in depth in inches for the monthly period, is in the form required. (2) The run-off in acre-feet is the form of most use in connection with storage. An acre-foot is equivalent to 43,560 cubic feet, and is the quantity of water requu-ed to cover an acre to the depth of one foot. The monthly mean run-off in second-feet is used for the computation of run-off in acre-feet. The monthly mean is I'educed to cubic feet per month and this quantity divided by 43,560 gives the r.m-off in acre-feet. The run-off of the stream being computed both in depth in inches and in acre-feet for each month, the run-off for the period, during which t>bservations of run-off were made, is found by the summation of the amounts of run-off for the several months making up this period. Changing Conditions of Channel. — On streams such as Milk River, whose bed is in a constant state of motion, measurements of discharge should be made every few days, otherwise considerable data relating to changes cannot be obtained. For discharges on days other than those on which measurements are taken, the interpolation method is used. The two methods of interpolation in general use are the Stout and Bolster methods. 24 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 The Stout method deals with the correction of the gauge heights. A curve is drawn, using the difference between the actual gauge heights at the time of measurement and the gauge height corresponding to the measured discharge as ordinates and the corresponding days of the month as abscissae. From an irregular curve drawn through these points correc- tions for gauge heights can be made for days on which there was no discharge measurement. When the discharge is greater than that given by the curve the correction is positive and vice-versa. Each daily gauge height is corrected by the amount shown on the correction curve, and the corresponding discharge taken from an approximate rating curve for the station. The Bolster method deals more particularly with the modification of the discharge. Results of discharge measurements covering a whole year or season are plotted, and though considerably scattered, will define one or more regular curves, called standard curves, the number and position of each indicating the radical changes. Where the river bed changes from day to day, the position of the standard curve also varies and must pass through the points indicating the different daj^s. The points indicating two successive measurements are joined by a line, which for short distances on the cross-section paper is a straight line and otherwise a curve. This line is divided into a number of equal parts, each indicating an intervening day, the assumption being that as the change during this period is gradual the daily rating must pass through each point or day, as represented by the divisions. A simple and convenient way of making these interpolations and moving the daily rating curve is to make a tracing of the standard curve with a vertical line of reference. By keeping the lines of reference coincident this curve can be shifted into any desired position and the discharge read for any gauge height. WINTER RECORDS. Formation of Ice and Ice Conditions. — Perhaps the greatest difficulties in stream measurements are met with in the early part of the winter, just as the streams are commen- cing to freeze up. Especially is this true in the swift running streams in or near the moun- tains. Needle and anchor ice often form in large quantities in rapids and flowing in masses with the water make gaugings very difficult and unreliable. Even after a permanent ice cover is obtained at the gauging station this ice will, in some cases, obstruct the channel below the station and cause "bactw-ater". A further difficulty is that the surface ice usually forms along the edges of the stream for some time before forming in the centre of the channel. At first this may be broken away if the stream is small and open water measurements made, but later it is necessary to take some observations through holes in the ice along the edge. As the streams get farther away from the mountains their velocity decreases, and fewer rapids occur along their course. There is then less trouble with needle and anchor ice, and a permanent ice cover forms much more quicklj'. In many eases the section used during the summer is very unsuitable for making measu- rements during the winter. It may be. (a) too wide and shallow or flowing in two channels during the winter, due to low water; (b) partially open due to swift running water or warm water running in; (e) affected by needle and anchor ice either by flowing in the water, or causing backwater; (d) located where the snow drifts over the ice to a great depth; (e) that it is likely to have a rough ice cover or pile up with ice, due to swift water and a rough bed; (f) that there is a tendancy for ice jams to occur, with consequent backwater, etc. It is therefore often necessary to choose a new section for winter observations. This should be done before freeze-up, for then the width, depth, uniformity of flow and conditions above and below can be easily noted. The most suitable stations for winter measurements are those which have. a long stretch of very smooth, sluggish water above, and a rapid fall below. Discharge Measurements. — In winter as in summer, the daily discharges of a stream are computed from frequent discharge measurements, and daily gauge height observations. The discharge measurements are made through holes in the ice from five to ten or even twenty feet apart, depending upon the size of the stream, and large enough to allow the current meter to pass through freely. The gaugings are made in the same manner as at open sections except that the depth of the stream is taken as the distance from the bottom of the ice to the bed of the stream. The soundings, however, are always referred to the surface of the water in the holes, the distance from the surface of the water to the bottom of the ice being measured and subtracted from the soundings to obtain the depth. The vertical velocitj' curve method is usually used for the determination of the mean velocity in the vertical. A curve is plotted for each vertical, and the mean velocity is deter- mined in the usual manner. These curves vary greatly as to form for different kinds and conditions of channel. The typical curve, however, differs from that obtained from an open water observation in that it is drawn back more at the surface, owing no doubt to greater friction between the ice and the water as compared with the water and the atmosphere. As a result there are two points in the vertical at which the thread of mean velocity occurs under an ice cover. These points are near 0.2 and 0.8 of the total depth below the bottom of the ice, and the mean of the DEPARTMENT OF THE INTERIOR STREAM MEASUREMENTS 1913. PLATE NO 3. OP£/V n'/ITE/? /PAT/N6' CU/?l/£ fO/? 3P/F^r /P/V£/P TAe oper? tyei^r ccjrre /s lasev/ 0/7 ^ao/^//?^s mar^'e oLr/r?^ /Ae years &/2 ancV /Ppr 2S ^/3 //^ r/rer m^s c/ear !!■ e/^i/o/^Aby Aov /mao3j/A/e //' 'S /S c//-anr a ra/zr?^ Curre /r/>en /ce COr7i/y/>on3 ^fya// 1000 ' DiJchar^e /n Jeconc/ feet INTRODUCTION 25 SESSIONAL PAPER No. 25c of the velocities at these two depths will give fairly accurate results, but when close estimates of the discharges are required, and the conditions are not very favourable, the vertical velocity method should be used. It is found that when all the holes are opened on a small swift stream, there are sometimes vertical pulsations of the water in the holes, which affect the velocity readings. This can usually be avoided by only opening one hole at a time, and filling it in again with ice and snow as soon as the observation is finished. It can also be overcome by inserting a thin sheet of galvanized tin or iron at the bottom of the hole, after the meter has been lowered into the water. The meter should always be held near the upstream side of the hole. In using the meter care must be taken to keep it under the water as much as possible to prevent ice from forming around the bsarings. It is a good plan to clean and oil the meter indoors before starting out to make a gauging. Gauges and Gauge Observations. — The gauge is usually read once each day, the observer noting the elevation of the Avater as it rises in a hole cut through the ice, the height of the top of the ice, the thielmess of the ice, presence of needle or slush ice, snow on top of ice, ice jams, and any sudden changes in temperature. To do this the observers are provided with an ice chisel for chopping holes, and an L — shaped ice scale to measure the thickness of the ice. A difficulty which arises, in obtaining the thickness of the ice is that in a hole kept open for some time the ice wears away around the bottom of the hole, and may make it necessary to cut a new hole nearby, or to enlarge the original. Any form of gauge may be used, but the chain gauge is the most satisfactory as the staff gauge, being frozen to the ice, heaves with it, and also in cutting away the ice from around it the figures are effaced. The automatic gauge gives trouble with the well freezing over. Estimates of Daily Discharge. — -While the run-off, particularly during the winter months, does not vary directly in accordance with the precipitation, the rate at which it reaches the streams is of course, dependent almost entirely upon the climatic conditions. The climate in the mountains is subject to great extremes but during the winter almost the entire precipitation is in the form of snow. There is therefore very little surface run-off and the flow of the streams comes almost entirely from the glaciers, ground waters and lake storage, and except for the losses due to freezing and the slight increases, due to the melting of snow and ice by ehinooks (warm winds) , the flow in the streams would remain constant or would change gradually. There are, however, certain local conditions in Western Canada which make it excep- tionally difficult to make estimates of the daily discharge during the winter. The gauge height in manj' cases fluctuates very much, and often sudden rises or drops occur. These rises are often explained by the fact that during very cold spells a great deal of slush, frazil, and anchor ice is formed and chokes up the channel, thus raising the surface of the water, when it reality the discharge is decreasing. Then, again, a ehinook causes a sudden rise in temperature and the discharge is often increased while at the same time the gauge height gradually lowers, evidently because the warmer weather and water have melted out a lot of the ice from the channel and given it a greater carrying capacity. In order to make reliable estimates of the daily discharge, gaugings must be made at short intervals and the weather conditions and temperatures in the whole of the drainage area above the station must be very carefully studied. W. G. Iloyt, District Engineer, Water Resources Branch, U. S. Geological Survey, has made an exhaustive study of methods for estimating the flow when streams are frozen. The various methods described by him in an article in "Engineering News" on April 10, 1913, and Water-Supply Paper 337, published by the United States Geological Survej% in 1913. and modifications of them are used. The graphic method of interpolation has been found to be generally applicable, but as the precipitation during the winter months has so little affect upon the run-off during that period, it is seldom plotted on the sheets. It is also considered that the extremes and ranges of temperatures are better guides for interpolation than the mean temperatures and the minimum and maximum temperatures are both plotted and given due consideration rather than the mean temperatures. The weather conditions and temperatures at the gauging station are not always typical for the whole drainage basin above and care must therefore be taken to have the meteoro- logical observations made at some other place, or if necessary, at two or more places. Of course, care must be taken to study all the possible conditions which may affect the estimates. Plate 4 shows typical conditions and illustrates the graphic method of interpolating the daily discharges. ' ' 26 STREAM MEASUREMENTS, 1913 ■ 4 GEORGE v., A. 1914 RATING CURRENT METERS. Each meter is rated before being used, in order to determine the relation between the revolutions of the wheel and the velocity of the water. The meter is driven at a uniform rate of speed through still water for a given distance, and the number of revolutions of the wheel and the time are recorded. From this data the number of revolutions per second and the corresponding velocity per second are computed. Tests are made for speeds varj'ing from the slowest which will cause the wheel to revolve to several feet per second. The results of these runs, when plotted with revolutions per second as abscissae, and velocity in feet per second as ordinates, locate points that define the meter rating-curve, which for all meters is practically a straight line. From this curve a meter rating table is prepared. Theoretically, the rating for all meters of the same make and type should be the same, but as a result of slight variations in construction and in the bearing of the wheel on the axis at different velocities, the ratings differ. After a meter has been in use for some time the cups may have received small injuries, or the bearing of the wheel on the axis may have changed owing to unavoidable rough usage. These changes will affect the running of the meter and change its rating. As a consequence each meter is re-rated at regular intervals and a new rating curve and table prepared. Descriptions of the rating station, discussions of the methods employed, and the results of ratings, are given in the Reports of Progress of Stream Measurements for the years 1911 and 1912. ■ < > 5 c r 5 J < ^ t-^ t s ^ < .^ * I * _^ ^ ^ '^ ■> ^ ■V r > ^ -1 -^ ~^ — . — __ ^ \ < k .^ c > 1 ' *s ci >< V 1/ <: W > *--. __ ^ '^ ^. \ I \ "^ y ^ -> < !! <^ i \ ^ / V V ^ .^ J5 < --- c^ > r" /^ — - * > <; 4 > f' y < ?^ •~\ ^ 1 1 ^ 1 ^^ ^-^ ^ 1^ Sis 1^ Is ft:: \^ J; ^^ III ^ Hi «■ v y 3.//yayx/Lu3^ yK.-/ //>^/ ^.^^^p /i/.^ ,cMyo:>s>c,^ ■3Ayx:>yvc/ff ATHABASCA RIVER DRAINAGE BASIN 27 SESSIONAL PAPER No. 25c ATHABASCA RIVER DRAINAGE BASIN. General Description. Athabasca River rises on the eastern slope of Rocky Mountains and flows in a northeast- erly direction for about one thousand miles, eventually emptying into Lake Athabasca. The Athabasca basin forms the most southerly portion of the great Mackenzie system and the portion dealt with in this report comprises only the headwaters. Rising in country very similar to the watershed of the other streams of importance in Alberta, it flows out of the mountains and then through foothill country. Prom the foothills to the lake the basin consists of stretches of muskeg and uplands, well timbered with spruce and pine. The general character of the basin is such that the winter precipitation or snowcover is conserved to a great extent and floods in the early spring are not usual. However in June, July and August rains and warm winds cause the upper parts of the system to discharge largo quantities of the snow water from the higher peaks and glaciers and when rains of any magnitude occur the invariable result is a flood. The muskeg country is a great source of storage but, when its capacity is reached, it accelerates rather than retards the run-off. The main transcontinental lines of the Grand Trunk Pacific and the Canadian Northern Railways cross the upper portion of this drainage basin, and transportation is now a much easier problem than in the past. ]Many valuable deposits of coal, limestone and other minerals are found in this basin, and, on account of these as well as the many power possibilities and stretches of timber and pulp- wood, it is expected that this country will develop very much during the next few years. During 1913, a few stations were established in this basin and a regular hydrographer employed who made a number of miscellaneous measurements. As the country is settled, more stations will be established where necessary and much better records obtained. A very full description of this drainage basin is attached as an appendix to this report MIETTE RIVER NEAR JASPER. This station was established August 23, 1913, by G. J. Smith. It is located on the S.W. H Sec. 9, Tp. 45, Rge. 1, W. 6th, Mer., at the second traffic bridge about 2 i^ miles southwest of Jasper, and about one mile upstream from the mouth of the river. The gauge, which is a plain staff graduated to feet and hundredths, is attached to the downstream face of the left pier. The zero of the gauge (elev. 8S.45) is referred to a spike head (assumed elev. 100.00) located on the top of the left abutment on the downstream side. The channel is straight for 150 feet above and 100 feet "below the station. Both banks are high, well wooded, and not liable to overflow. The bed of the stream is gravel and sand but is not liable to shift. The current is swift, Measurenients are made with a meter and weights from the downstream side of the bridge, which is a three span timber structure. The initial point for soundings is the bench mark referred to. During 1913, no observations of gauge height were obtained. No. 25e.— 3 28 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Discharge Measuuements of Miette River, near Jasper, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height Discharge. Feb. 13 Mar. 5 April 5 April 26 May 17 Tune 0 .Tune 25 July 7 lulv 15 lulv 31 Aug. 20 Sept. 4 Sept. 9 Sept. 11 Sept. la Oct. 0 Oct. 27 Nov. 10 Nov. 29 Dec. 10 V. Meek do do do J. S. Wright.. do G. J. Smith. . do . do do do do .\. Tallentire. do do C;. J. Smith.. P. H. Daniell.s do do do Feet 48 45 55 51 54 92 66 89 81 80 80 66 66 66 66 66 67 50 58 62 Sq. ft. 30 26 32 72 105 831 645 735 •484 484 478 355 409 337 309 271 87 85 95 87 Ft. per sec. 0 64 .62 0.57 1.54 1.54 2.83 2.53 1.80 1.19 1.13 1.25 1.53 2.01 1.50 1.44 1.04 1.62 1.14 0.72 0.57 5 .53a 6.06 5.07 Sec.-fl. 20 16 18 no 161 2.356 1.643 1.325 569 546 599 544 824 507 444 280 141 97 68 50 a. Guage established Aug. 23. ATHABASC.^. RIVER .KT .TASFER. Thi.s station was established March 4. 1913. l^y V. Meek. It is located on the N. W. H Sec. 15, Tp. 45, Kge. 1, W. 6th Mer., and is one half mile east of the Grand Trunk Pacific Station and aliout three-fourths of a mile below the mouth of the Miette River. The gauRe. which is a plain staff graduated to feet and hundredths, is placed at the left bank about 200 feet downstream from the cable. The zero of the gauge, (elev. 83.81) is referred to a iiermanent iron bench mark (assumed elev. 100.00) located 20 feet upstream from the gauge. Tlu' channel is straight for about 800 feet above and below the station. The left bank is high and will not overflow, while the right is low and liable to overflow. A small channel some 70 yards from the main stream on the right side has to b(» measured during high water. Tlie bed of the stream is of gravel which shifts slighly during flood stages. At low water the channel is broken into two channels by gravel liar.-?. The current is fairly swift. Discharge measurements are made from the cable and car. Th(> initial point for soun- dings is the cable frame oil the left bank. Distances are marked on the cable every ten feet. The small channel on the right side is measured by wading. During 1913 the gauge was read once daily for various periods by Lawrence MacDonald, H. A Nutting and George Thomp.son. DiscH.\R(iE Mea.surememts of Athabasca River near Jasper, in 1913 Date. Hydrographer Width. Area of Section. Mean Velocity. Gauge Height. Discharge. Feb. 13 V. Meek do Feel. 92 120 113 162 442 407 406 397 408 416 405 406 352 267 232 187 180 220 Sg. ft. 382 163 160 228 476 1.688 1.558 931 1.769 1.893 1.182 1.402 755 561 386 235 228 263 Ft. per sec. 0.77 1.63 1.61 3.03 2.11 5.51 5.17 5.09 6.09 6.41 5.04 5.28 4.68 4.67 3.80 3.87 3.53 2.18 Feel. Sec.-ft. 293 Mar. 4 0.87 0.80 1.38 1.71 5.22 4.84 3.40 5.61 5.89 4.07 4.56 2.83 2.04 1.21 0.72 3.28 3.02 265 April 4 do 258 April 25 do 691 May 14 J. S. Wright .... 1.001 July 1-2 G. T. Smith 9.297 July 8-9 do .' 8.063 Julv 16-17 do 4.740 Aug. 1-2 do 10.768 Aug. 5 do 12,124 Aug. 22 do 5.961 do 7.405 Sept. 22 do . . . 3,533 Oct. 4 P. H. Daniells 2,625 Oct. 25 do 1,465 Nov. 11 do 909 Nov. 26 do 804 Dec. 11 do 575 Plate No. 5 Cable station on Athabasca River at Jasper. Allierta. Plate No. G Gauf>:inf,' Station (Ui l.obstick Ri\er near Knt wliistle, Alberta. ATHABASCA RIVER DRAINAGE BASIX SESSIONAL PAPER No. 25c 29 Daily Gauge Height and Discharge of Athabasca liiver, lU'ar Jasper, for 191:] March April May June July D.^v Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet Sec. -ft. Feet 1.65 1.65 1.65 1.70 1.75a Sec.-fl. Feet Sec.-fl. Feel Sec.-fl. Feet 5.38 Sec.-ft. 9.060 2 5.15 i 9.878 3 4.71 7,699 4 4.40 6,860 5 4.74 7,786 6 4.40 , 6.860 5.79 i 11,632 8 4.78 i 7,902 9 0.82a 0.83 0.85 1.05 1.30 1.47 1.47 1.30 4.60 7,390 l6 4.50 7,120 11 4.70 7,670 12 4.51 ! 7,147 13 3.41 4,660 14... 3.40 4,640 15 - 5.156 4.80 4.10 3.35 4.63 6.53 5.68 5.20 4.90 4.80 5.50 4.91 4.75 4.90 4.43 5.30& 3.42 4,680 16 i 3.34 1 4,526 17 1.35 1.40 1.57 1.85 1.87 1.88 3.30 4,450 18 3.34 ; 4,526 19 4.40 6.860 20 5.21 5.28 5.35 9,266 21 9,518 9,770 23 . 1.90 1.95 1.95 1.95 1.98 2.00 1.55 1.60 1.65 c 25 26 i 28 . 1 30 31 ::::::: ::::::: ::;::: Not sufficient data to compute discharge. Xot sufficient data to compute discharge. Xo gauge height observations taken. Xo. 2r>.-.— :;'^ 30 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Athabasca River, near Jasper, for 1913 Concluded August September October November December Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge . Gauge Height. Dis- charge. Gauge Height. Dis- charge. Feet Sec.-fl. Feel Sec.-fl. Feet Sec.-fl. Feet Sec.-fl. Feel Sec.-fl. 1 2 .... d 4.45 3.25 3.35 4.60 4.35 6.990 4.355 4.545 7,390 6,735 2.12 2.60 2.22 1.95 1.82 2.548 3.240 2,688 2,310 2.136 1.00 0.89 0.84 0.93 0.90 1.160 1.050 1.000 1.090 1.060 0.60 0.55 0.60 0.58 0.60 780 735 3 ' 780 4 ! . . . . 762 5 5.68 11.110 780 6 : 7 6.14 5.46 5.86 6.01 5.86 13.428 10.178 11.980 12.752 11.980 3.70 3.30 3.25 4.05 3.40 5,250 4.450 4,355 6,015 4,640 1.70 1.65 1.45 1.40 1.35 1.980 1.920 1.680 1.620 1.560 0.92 0.85 0.81 0.86 0.78 1.080 1.010 970 1.020 942 0.57 0.63 0.61 0.62 0.59 753 807 8 . 789 9 700 10 600 11 12 13 14 15 5.69 5.42 5.21 5.01 4.86 11.155 10.026 9.266 8,602 8,140 3.10 3.00 3.40 3.05 3.00 4,080 3,900 4,640 3,990 3,900 1.32 1.67 1.73 1.76 1.68 1.524 1.944 2.019 2.058 1.956 0.70 0.78 0.80 0.79 0.80 870 942 960 951 960 0.55 0.47 0.35 0.27 0.20 575 575 575 519 470 16 17 18 19 20 4.63 4.52 4.41 4.32 4.28 7.174 6.886 6.660 6.562 2.90 3.20 3.40 3.00 2.70 3,730 4,260 4,640 3,900 3,400 1.60 1.53 1.40 1.32 1.23 1.860 1.776 1.620 1.524 1,416 0.77 0.66 0.45 0.65 0.80 933 834 650 825 960 0.17 0.13 0.12 0.09 0.03 449 421 414 391 351 21 22 23 24 25 4.25 1 4.16 , 4.32 1 4.95 4.76 6,490 6,274 6,660 8.415 7.844 2.73 2.70 2.37 2.30 2.12 3,448 3,400 2,898 2,800 2,548 1.20 1.18 1.35 1.38 1.31 1,380 1,358 1,560 1,596 1,512 0.78 0.75 0.73 0.82 0.88 942 915 897 980 1.040 2.95 2.92 2.68 2.57 2.68 381 400 400 425 425 27 28 29 30 31 4.63 4.60 4.00 4.85 4.50 ' 4.55 7.474 7.390 5,900 8,110 7,120 7,255 2.03 2.10 2.35 2.23 2.18 2,422 2,520 2.870 2.702 2.632 1.23 1.11 1.05 1.04 1.00 0.95 1,416 1.281 1.215 1.204 1,160 1,110 0.75 0.62 0.57 0.50 0.53 915 798 753 690 717 2.50 2.20 1.85 1.73 1.60 1.70 450 450 475 475 500 500 d No gauge height observations. Monthly Discharge of Athabasca River, near Jasper, for 1913 (Drainage area, 1.600 square miles) Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean Per square MUe. Depth in inches on Drainage Area. Total in Acre-feet. July (1-22) 11.632 13.428 7.390 3.240 1.160 807 4.450 5.900 2.422 1.110 650 351 7.268 8.604 4,114 1,748 930 552 4,540 5.387 2.571 1.092 0.581 0.345 3.71 5.40 2.87 1.26 0.65 0.40 317,157 August (5-31) 460,770 244.770 October 107.459 November 55.369 33.929 14.29 1.219.454 . ATHABASCA RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 31 ROCKY RIVER NEAR HAWES. This station was established July 3rd, 1913, bj' G. J. Smith. It is located on the N.W. ^ See. 13, Tp. 48, Rge. 28, W. 5th Aler., about three-fourths of a mile east of Hawes Station on the Grand Trunk Pacific Railway and about 300 yards from the point where the Roekj' enters the Athabasca River. The gauge, which is a plain staff graduated to feet and hundredths, is attached to the cribbing of the bridge on the right bank. The zero of the rod, (elev. 90.91) is referred to a bench mark (assumed elev. 100.00) located on the downstream side of the right abutment of the bridge and marked B.M. ^"ith blue paint. The channel is straight for 150 feet above and 200 feet below the station. Both banks are low above and below the bridge but the protecting wall above and below the bridge wiU keep the stream from overflowingat the station. The bed of the stream is of gravel and wiU shift at flood stages. The bridge pier divides the channel into two sections at high stages. The current is swift. ^Measurements are made from the downstream side of the railway bridge. The initial point for soundings is the stream face of the right abutment and is marked on the bridge floor with an arrow and I. P. in blue paint. During 1913, the gauge rod was read twice each day by H. G. Harden. Discharge Measuremements of Rocky River at Hawes, in 1913 Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. Feb. 15 V. Mar. 10 1 April 9 i AprU 30 May 19 ; J. June 9 1 July 3 ' G. July 14 i July 29 i Aug. 19 ' Sept. 2 1 Sept. 16 Sept. 29 1 Oct. 7 P. Oct. 24 ! Nov. 9 I Nov. 23 1 Dec. 14 1 Meek do do do S. Wright..., do do . . J. Smith. . . do do do do ... do do ... Daniells. do do do do H. Feel. 40 35 33 40 62 199 132 193 135 120 121 105 108 109 105 75 128 Sq.ft. 30 28 33 33 84 485 305 2-50 334 284 203 155 138 126 121 101 84 133 Ft. per sec 3.08 3.08 2.81 2.52 2.34 5.40 4.20 3.48 5.04 3.72 3.04 3.08 2.68 2.52 1.96 1.67 1.53 0.51 Feet. 3.10 2.64 2.23 2.86 3.13 2.73 2.69 2.51 2.48 2.37 2.20 2.64 3.10 Sec.-fl. 94 88 92 83 198 2.618 1,282 869 1.683 1,055 617 478 370 316 234 169 128 79 32 STREAM MEASUREMENTS ,1913 4 GEORGE v., A .1914 Daily Gauge Height and Discharge of Rockj' River at Hawes, for 1913 Day July August September October November December Gauge Height. Dis- charge. Gauge Height. Dis- charge . Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feel Sec.-fl. Feel 2.42 2.40 2.30 2.34 2.28 2. .29 2.26 2.60 3.91 3.94 3.82 3.73 4.06 4.02 3.76 3.51 3.43 3.32 3.10 3.02 2.94 2.92 2.90 2.92 2.89 2.86 2.86 2.79 2.78 2.76 2.81 Sec.-fl. 1,034 1,014 927 962 906 914 890 1,230 4,275 4,190 3,790 3,450 4,140 3,925 3,140 2,410 2,030 1,580 1.015 915 866 794 770 794 758 724 724 644 633 611 666 Feel 2.76 2.74 2.68 2.72 2.94 2.94 2.88 2.85 2.92 2.91 2.84 2.78 2.78 2.80 2.76 2.71 2.71 2.74 2.71 2.66 2.64 2.64 2.61 2.58 2.56 2.55 2.54 2.53 2.52 2.49 Sec.-fl. 611 589 524 567 818 818 747 712 794 782 701 633 633 655 611 556 556 589 556 503 482 482 450 421 402 392 383 374 364 336 Feel 2.47 2.55 2.59 2.56 2.51 2.48 2.48 2.46 2.45 2.44 2.42 2.45 2.50 2.47 2.44 2.42 2.40 2.38 2.38 2.38 2.39 2.36 2.38 2.38 2.38 2.36 2.35 2.36 2.32 2.31 2.34 Sec.-fl. 320 392 430 402 354 328 328 311 302 294 277 302 345 320 294 277 260 246 246 246 253 232 246 246 246 232 225 232 204 197 218 Feel 2.32 2.32 2.34 2.28 2.24 2.24 2.23 2.21 2.21 2.20 2.26 2.30 2.30 2.30 2.28 2.28 2.27 2.24 2.26 2.546 2.39 2.41 2.58 2.72 2.67 2.66 2.65 2.69 2.78 2.86 Sec.-fl. 204 204 218 184 172 172 169 163 163 160 178 190 190 190 184 184 181 172 178 170 160 150 140 130 130 130 130 120 120 120 Feet 2.93 3.00 3.06 3.02 3 06 3.02 3.24 3.06 3.02 3.21 3.16 i 3.13 3.14 3.15 3.12 3,22 3.15 3.06 2.40 1.62 "2;56 ■3;36 3.66 3.85 3.68 4.00c Sec.-fl. 110 2 110 3 4 5 6 7 8 2.64a 2.49 2.38 2.35 2.80 2.63 2.38 2.45 2.55 2.34 2.25 2.24 2.23 2.24 2.23 2.29 2.42 2.52 2.56 3.02 2.76 2.70 2.66 2.51 2.36 2.93 3.02 2.61 2.48 1,288 1,105 997 970 1,556 1,274 997 1,064 1,172 962 882 874 866 874 866 914 1,034 1,138 1,182 2,053 1,484 1,386 1,318 1,126 979 1,838 2,053 1,245 1,095 110 100 100 100 100 90 9 10 90 90 11 13 13 14 90 80 80 80 15 16 17 80 80 80 18 19 20 21 22 23 24 25 26 27 28 90 90 90 90 90 100 100 100 100 110 110 29 30 110 110 31 110 a. Station established. b lo c. Ice conditions discharges estimated. Monthly Discharge of Rocky River at Hawes, for 1913. (Drainage area, 428 square miles). Discharge in 5econd-Feet. Run-Off. Month. Maximum. Minimum. Mean Per square Mile. Depth in inches on Total in Drainage .\cre-feet. Area. Tulv (3-31) 2,053 4,275 818 430 218 110 866 611 336 197 120 80 1,193 1,636 568 284 165 2.79 3.82 1.32 0.66 .39 3.01 68.622 4.40 100,594 1.47 1 33.798 0.76 1 17,462 .43 1 9.818 96 0.22 0.26 1 5.903 10.33 236.197 ATHABASCA RIVER DRAINAGE BASIX SESSIONAL PAPER No. 25c 33 LOBSTICK KIVER NEAR EXTWISTLE. , ■ This station was established on July 11, 1913, by G. J. Smith. It is located on a wooden bridge on the N.E. J^ Sec. 30, Tp. 53, Rge. 7, W. 5th Mer., about 1 mile upstream from where this river empties into the Pembina river, and about 23'2 miles northwest of the village of Entwistle. The gauge, which is a plain staff graduated to feet and hundredths, is attached to the right bank 40 feet dowoistream from the bridge. The zero of the gauge (elev. 96. 17) is referred to a bench mark (assumed elev. 100.00) ; the bench mark is a nail head on top of the 6th log below the bridge floor, on the right side of the first pier, 28.5 feet from the I. P. and on the downstream side of the bridge. The channel is straight for 100 feet above and 200 feet below the station. Both banks are high and wooded, and will not overflow. The bed of the stream is composed of rocks and gravel and is liable to shift. The current is swift. Discharge measurements are made from the downstream side of the bridge, with cun-ent meter, rods and stay wire. The initial point for soundings is an arrow head marked LP. cut in the woodwork of the right abutment on the downstream side of the bridge. During 1913, the gauge was read by C R. McKillop. Discharge Measur~ememexts of Lobstick River near Entwhistle, in 1913 Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge . Feb. 20 \'. Meek Feet. 34.0 26.0 77.0 51.4 64.0 63.5 64.0 64.5 64.5 64.5 64.5 54.5 37.5 38.5 37.0 Sq. ft. 34.0 25.8 108.0 69.9 130.6 100.8 104.9 105.0 105.0 94.4 95.0 80.4 69.4 70.4 48.2 Ft. per sec. 1.17 1.48 1.72 2.26 3.47 2.94 3.22 3.18 3.16 2.81 2.65 2.29 2.59 0.20 1.81 Feet. Sec.-ft. 40.0 Mar 14 do 38.4 Mav 23 J S. Wright 186.0 Jun. July July July Aug. Aug. Sept. 11 do 158.0 4 ... G. J Smith 453.0 11 do 3.05 3.25 3.14 3.15 2.91 2.86 2.58 2.48 3.12 3.36 297.0 21 . . .' do 337.0 9 .... do 335.0 25 do 332 0 9 G. H. Whyte and G. J. Smith. . . G. J Smith 265.0 Sept. Oct. 23 252.0 20 4 19 31 P. H. Daniells do 185.0 180.0 Nov. do 144.0 Dec. do 87.0 34 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Lobstick River, near Entwhistle, for 1913 July August September October Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge . Gauge Height. Dis- charge. Gauge Height. Dis- charge 1 Feet Sec.-ft. Feet 3.12 3.06 3.05 3.05 3.05 3.08 3.08 3.10 3.06 3.00 3.00 3.03 3.10 3.10 3.18 3.42 3.70 3.70 3.55 3.50 3.42 3.36 3.30 3.27 3.18 3.08 3.09 3.06 3.05 3.05 3.05 Sec.-ft. 313 298 296 296 296 303 303 308 298 284 284 291 308 308 327 385 452 452 416 404 385 370 356 349 327 303 306 298 296 296 296 Feel 3.08 3.04 3.00 3.00 3.00 3.00 2.96 2.90 2,98 3.00 2.96 2.89 2.90 2.88 2.84 2.80 2.80 2.85 2.96 2.95 2.92 2.86 2.85 2.82 2.77 2.75 2.75 2.75 2.75 2.75 Sec.-ft. 303 294 284 284 284 284 274 261 279 284 274 259 261 257 248 239 239 250 274 272 265 252 250 243 232 228 228 228 228 228 Feel 2.75 2.75 2.75 2.75 2.75 2.70 2.66 2.66 2.66 2.66 2.66 2.66 2.67 2.66 2.66 2.66 2.65 2.65 2.65 2.64 2.64 2.64 2.63 2.60 2.58 2.56 2.56 2.53 2.54 2.36 2.30 Sec.-ft. 228 2 229 3 228 4 . 228 5 228 6 217 7 208 8 208 9 208 10 208 11 3.05a 3.02 3.00 3.45 3.85 3.85 3.60 3.45 3.35 3.25 3.16 3.09 3.05 3.00 3.02 3.02 3.00 3.05 3.15 3.24 3.22 296 289 284 392 488 488 428 392 368 .344 322 306 296 284 289 289 284 296 320 342 337 208 12 208 13 210 14 208 15 208 16 208 17 206 18 206 19 ... . . . 206 20 21 204 204 204 23 » 202 24 195 25 191 26 1S6 27 186 28 180 182 30 146 31 134 Observations commenced. Monthly Discharge of Lobstick River, near Entwhistle, for 1913 (Drainage area, 717 square miles) Discharge in Second-Feet. Run-Off, Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. July (11-31) 488 452 303 228 284 284 228 134 340 329 260 202 0.474 0.459 0.363 0.282 0.37 0.53 0.40 0.32 14,162 20,229 15,471 12.420 1.62 62,282 ATHABASCA RIVER AT ATHABASCA. This station was established February 27. 1913, by V. Meek It is located on the S.E. % Sec. 20, Tp. 66, Rge. 22, W. 4th Mer.. in the town of Athabasca. The gauge, which is a plain staff divided to feet and half-tenths, is attached to a pier a little above the ferry cable and about .jO feet from the left bank. Measurements of the winter discharge were obtained at this station and the Public Works of Canada obtained gauge heights. It is e.xpected that full data on this station will be obtained next year which will be published in the report for 1914. ATHABASCA RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 35 Discharge Measurememtns of Athabasca River at Athabasca, in 1913 Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. Feb. 27 V. Meek do Feet. 655 650 703 695 Sg. ft. 1,971 1,853 4,141 3,234 Ft. per sec. 1.43 1.27 1.41 1.26 Feet. Sec.-ft. 2 820 Mar. 29 3.45 4.00 3.07 2 368 Dec. 5-6 P. H. Daniells do 4,313 Dec 23-24 . . 4,077 i Miscellaneous Discharge Measurememexts made in Athabasca River drainage basin, in 1913. Date. Hydrographer. Stream Location Width. Area of Section. Mean Velocity. Discharge. Feb. 14. Mar. 11. Apr. 10. Mar. 7. Apr. 8 . " 28. May 15. July 23. .\ug. 12 . , " 28.. Sept 11.. Oct. 9 . . Nov. 21 . . Dec. 18.. Sept. 13 . . Nov. 7.. Aug. 10.. Aug. 27.. Sept. 10.. Sept. 26 . . Oct. 10.. July 28.. Aug. 18.. Sept 1 . . " 16.. Oct. 24.. Nov. 24 . . Sept. 10.. Oct. 6.. Nov. 13 . . " 28.. Dec. 13 . . Feb. 17.. •• 18.. Mar. 13 . . Apr. 12 . . May 22 . . June 10. . July 5.. " 12.. " 22. . Aug. 10 ! '. •■ 28.. Sept. 11. . Oct. 9 . . Sept. 26. . Oct. 10.. " 22.. Nov 7 . . " 20.. Dec. 17.. Feb. 20.. Mar. 14 . . Nov. 19.. July 26.. Aug. 16.. " 30.. Sept. 15.. " 27.. Oct. 7.. •' 23.. Nov. 9 . . " 22.. V. Meek do do do do do J. S. Wright . . . G. J. Smith do do do P. H. Daniells . do do G. J. Smith.... P. H. Daniells . G. J. Smith G. J. Smith do do P. H. Daniells. G.J.Smith do do do P. H. Daniells . do G. J. Smith P. H. Daniells do do do V. Meek do do do J. S. Wright . . . J. S. Wright ... G. J. Smith do do do do do P. H. Daniells . G. J. Smith P. H. Daniells . do do do do V. Meek do P. H. Daniells . G. J. Smith do do do do A. Tallentine.. . P. H. Daniells . do do Athabasca River do do do do do do Embarras River. do do do do do do do do Edson River Edson River do do do Fiddle Creek. do do do do do Maligne River do do do do McLeod River do do do do do do do do do do do do do do do do do do Pembina River do do Prairie Creek. do do do do do do do do N.E. 5-51-25-5. do do Athabasca Falls do do do S.W. 5-52-18-5 . do do do do do do S. 33-48-21-5... N. 33-48-21-5 S.E. 16-54-16-5 , S.E. 16-54-16-5 . do do do 15-49-27-4 do do do do do 45-28-5. do do do do 33-52-17-5 N.W. 5-52-18 do do do do , do do do do do do do N.W. 3-54-16-5.. do do do do do S.W. 20-53-7-5... do do N.E. 5-51-25-5... do do do do do do do do 5 . Feet. 182 193 235 36 63 57 129 127 185 128 121 122 105 105 17 113 49 46 49 45 40 46 80 47 46 30 26 50 26 21 20 14 140 47 47 80 172 176 178 155 152 178 144 133 131 260 248 248 243 247 227 30 34 123 18 21 18 16 16 16 16 14 Sg. ft. 933 964 932 67 113 87 221 121 207 116 96 220 106 111 12 150 86 83 73 33 31 44 85 37 32 21 11 46 25 21 8 2 151 46 52 180 614 580 627 465 399 644 394 313 274 446 387 316 354 362 232 32 35 263 16 26 15 14 13 14 13 9 6 Ft. per sec 1.09 1.14 1.49 2.74 1.31 3.74 2.33 2.34 2.66 2.02 1.54 0.76 0.46 0.46 1.41 0.68 0.88 0.78 0.56 1.18 1.06 3.24 3.60 2.50 2.34 2.05 0.81 2.70 1.28 0.28 0.43 0.78 0.64 1.30 1.81 1.69 3.00 2.87 2.76 2.03 1.64 2.59 1.45 1.15 0.97 1.23 1.27 1.17 1.24 0.65 0.72 1.68 2.02 0.29 1.50 2.58 1.38 1.18 0.92 0.87 1.03 1.70 0.48 Sec. ft. 1,017 1,099 1,396 183 149 325 516 283 551 235 148 168 49 51 17 99 76 64 41 39 33 143 304 92 75 43 9 124 32 6 3 2 96 59 95 304 1,840 1,666 1,731 947 653 1,670 572 361 267 550 493 448 440 237 167 53 70 77 23 67 21 16 12 12 14 15 3 36 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Miscellaneous Discharge Measurements made in Athabasca River drainas:e basin, in 1913.— (Continued). Date Hydrographer. Stream. Location Width. Area of Section. Mean Velocity. Discharge. Sept. 16 A. Tallentine.. . . Snaring River N.W. 33-46-1-6. . 167 173 3.52 608 Oct. 5 . . . . P. H. Daniells . . do do 74 144 1.41 202 ■■ 28 do do do 71 132 1.16 154 Nov. 12 do do do 70 126 0.73 93 •• 27 do do do 90 159 0.70 112 Dec. 12 do do do 85 123 0.76 93 Feb. 15 V. Meek Stony River 48-28-5 30 43 3.94 170 Mar. 10.... do do do 31 60 3.01 181 Apr. 9 do do do 29 53 3.28 175 •■ 30 do do do 64 111 1.67 186 Mav 19 J. S. Wright .... do do 84 142 2.69 380 Julv 25. . . . G. J. Smith Sundance Creek. . . N.W. 4-53-18-5 . 26 37 1 31 49 Aug. 11 do do do 27 36 1 26 45 Sept. 12 do do do 28 32 0.91 30 " 25 do do do 27 32 1 .00 32 Oct. 8... do do do 28 29 0 94 27 Oct. 21.... P. H. Daniells . . do do 25 31 0.99 31 Nov. 5 . . . . do do do 28 31 0.81 26 Aug. 14. . . . G. J. Smith Wolf Creek S.W. 3-54-16-5.. 74 120 3.13 377 " 27 do do do 49 52 2.11 112 Sept. 10 do do do 43 34 1.59 54 Oct. 10.... P. H. Daniells . . do do 46 37 1.34 49 NORTH SASKATCHEWAN DRAINAGE BASIN. General Deacriptiott. The North Saskatchewan River draws its principal water supply from the eastern slope of the Rocky mountains. The basin is bounded on the south by those of the Red Deer and South Saskatchewan Rivers and on the north by those of the Athabasca and t^hurchiU Rivers. The general trend of the stream from its source to where it joins the South Saskatche- wan, a few miles below the City of Prince Albert, and forms the Saskatchetwan River, is easterly. The basin of the river easily divides itself into five parts or divisions, each of which requires a separate des riptioii to enable one to understand clearly the conditions of run-off. The first or upper section consists of the eastern slope of the Rocky mountain.s . While this part of the basin is not the greatest in area it supplies the greater part of the run-off. In glaciers and the perpetual snows of the higher peaks, innumerable small streams rise, which form the main stream and its larger tributaries. These streams have well deliue 10,384 6.44 10,316 6 71 11,234 6.36 10,060 6.17 9.490 5.98 8,924 7.76 15,104 5.23 5.20 4.71 4.65 4.58 6,771 6.690, 5,424 5,280 5.112, 3.62 3.57 3.38 3.31 3.24 3.136 3,046 2,728 2,616 2,504 2.73 2.72 2.77 2 97 3.37 1,280 1,270 1.280 1.290 1,370 3.00 3.09 3.12 3.14 3 U 460 490 510 550 580 16 17 18 19 20 6.41 6.39 6.44 6.54 6.29 10,214 10,150 10,316 10,656 9,850 7.52 14,168 7.62 14,558 7.75 15,065 7.96 15,890 7.96 15,890 4.51 4.27 4.25 4.22 4 20 4,944 4,380 4,340 4,280 4,240 3.21 3.17 3.17 3.12 3.10 2,456 2,392 2,392 2,312 2,280 3.47 3.51 3.52 3 52 3.52 1,440 1,490 1,490 1,490 1,480 3 17 3 16 3 16 3.12 3.08 570 540 540 520 480 21 22 23 24 25 7.77 7.76 7.62 7.80 7.85 15,143 15,104 14,558 15,260 15,455 7 69 14,831 7.12 12,672 6.75 11,370 6.59 ; 10,826 6.06 ! 9,160 4.20 4.17 4.12 4.06 4.09 4,240 4,180 4,080 3,960 4,020 3.07 3.06 3.02 2.97 2.97 2,238 2,224 2,168 2,098 2,098 3 52 3.52 3.52 3.52 3.39 1,470 1,470 1,470 1,460 1.370 3.07 3.07 3.07 3.07 3.10 420 390 390 350 350 26 27 28 29 30 31 7.79 7.73 7.09 6.41 6.41 6.40 15,221 14,987 12,564 10,214 10,214 10,180 6.04 ; 9,100 5.86 8,560 5.85 8,530 5.80 8,380 5.79 i 8,350 5.68 8.024 4.08 4.03 3.87 3.87 3.78 4.000 3,900 3,586 3,586 3,424 2.98 2.97 2.97 2.97 2.93 2.92 2,112 2,098 2,098 2.098 2,042 2,028 3 12 3.13 3.87 2.97 3.02 1,370 1,490 1,540 1,370 1.300 3.10 3.15 3.14 3.09 3.07 3.02 350 350 370 390 390 380a a Ice conditions from Nov. 6 to Dec. 31. Monthly Dlscharge of North Channel of North Saskatchewan River at Battleford, for 1913. Month. Discharge in Second-Feet. Maximum. Minimum. Mean. Run-off. Total in acre-feet. January. . . l-'ebruary . . March. . . . April May June July .\ugust. . . . September. October. . . November. December. The year. . 300 590 890 18,450 7,016 27,210 17,410 15,890 8,052 3,370 4,488 1,200 150 180 469 600 2.098 6.069 9.850 8,020 3.424 2.028 1,270 350 231 391 696 5.343 4,465 10,431 12,498 11,449 5.473 2,541 1,808 512 14,204 21.715 42.795 317,931 274.542 620,687 768,472 703.972 325.666 156.240 107,583 31,482 3.385.289 XORTH SASKATCHEWAX DRAIXAGE BASIX SESSIONAL PAPER No. 25c 45 Discharge Measuremexts of South Channel of North Saskatchewan River at Battleford, in 1913. Feb. 7 Mar. 10 .April 19 Mav IV June 6 lulv 18 .lulv 21 Aug. 16 Sept. IV Oct. 15 Nov. 7 Nov. 26 Hydrographer. Jan. 10 O. H. Hoover . I do ' do I do : do [ do I do do do 1 do do do do Dec. 17 F. R. Steinberger. 154 159 157 229 311 472 505 519 521 455 314 314 310 310 Area of Section 55./,. 968 805 704 1,387 1.399 2.952 3,448 3,890 4,297 2,695 1,752 1,646 1.168 1,105 Mean Velocity. Gauge Height. Ft. per sec] Feel. 0.82 2.28 2.32 1.21 1.92 1.63 4 29 4.89 5.00 5.90 4.18 6.23 7.25 8.10 8.42 5.64 4.22 4.20 3.15 3.98 Discharge .S,-c.-fl. 793 1,096 1,164 5.060 3.407 7,479 9.312 9.931 12.550 6,149 4.076 1,995 1,081 1,803 Daily Gauge Height and Dlscharge of Soutli Channel of North Saskatchewan River at Battleford, for 1913. January- February Gauge Dis- Height. charge. Gauge Dis- Height. charge. Gauge Dis- Height. charge 1 I 4.30 2 4.25 3 I 4.25 4 '. 4.25 5 j 4.30 6 4.45 7 4.39 8 4.45 9 4.49 10 4 50 11 4.50 12 : 4.50 13 4.50 14 i 4.50 15 i 4.50 16.. 4.50 17 I 4.50 18 ' 4.48 19 4.47 20 4.45 21 4.45 • 22 4.45 23 4.47 24 4 47 25 4.49 26 4.49 27 4.49 28 4.45 29 4.40 30 4 50 31 4 50 Feel I Sec.-fl. Feet \ Sec.-fl. 1,3506 1,280 1,230 1,140 1,000 950 920 930 920 850 820 870 ' 900 1 930 950 I 950 960 960 960 970 4.90 4.95 4.95 I 4.97 ! 4.97 1,060 1,100 1,160 1,200 1.220 1,200 1.120 1,060 1.110 1.170 1,270 1,310 1,350 1,350 1.340 4.97 1.280 4 90 L220 4.90 1,150 4.85 1.120 4.85 1.080 970 4.90 1.060 970 5 00 1.090 970 5.00 1,090 980 5.00 1,080 980 5.00 1,070 I 980 5 05 1,080 980 5 05 1 .090 980 5 10 1.100 990 1 1,000 1 1.020 - I Feel : Sec.-fl. 5. 15 5.19 5.19 5.20 5.25 5.35 5.35 5.35 5 .35 5 35 5 36 5 46 5 50 5 56 5 56 5 60 5 67 5 65 5 60 5 40 5 33 5 26 5 26 5 26 1 5 21 ; 5 "i 1,110 1.120 1,120 1,080 1,080 1,080 1,080 1.090 1.130 1.170 1,190 1,220 1.220 1.220 1.230 1.270 1,340 1.400 1.420 1,440 1.460 1,520 1..530 1.500 1.400 1,340 1.320 1.300 1.300 I 1.300 I 1.280 I April May Gauge Dis- I Gauge [ Dis- Height. charge. Height.! charge. June Gauge Height. Dis- charge. Feel 5.18 5.17 5.15 5.15 5.14 5.14 5.15 5.31 5.60 5.73 Sec.-fl. \ Feel 1,280 1.280 1.280 1,280 1.270 5.10 4.97 4.78 4.74 4.70 1.270 1,300 1.500 1,640 1,710 5.80 1,800 5.92 i 1.880 6.19 i 1,990 6.19 2,030 6.19 2.030 6.20 5.48 5.19 4.98 , 9.37 I 8.36 7.40 7 . 00 J 6.60 ; 7.00 [ 6.87 1 6 32 6.17 5.75 5.40 2,0306 5.854 5.332 3.620 12,980 10,560 8.420 7,740 7,060 8,040 7,880 6,920 i 6.760 i 6.060 5.560 4.48 4.29 4.20 4.17 4.15 4.10 4 00 4 09 4.05 3 95 3.88 4.05 6.05 6 08 6.22 6 13 6 14 6 18 6.03 5.70 5.68 5.77 5.79 5.76 Sec.-fl. I Feel Sec.-fl. 5,170 4,936 4,594 4,540 4,450 4,120 3,836 3,710 3,671 3,645 3.580 3.450 3.567 3,515 3,390 3,306 3,515 6,950 7.010 7.290 5.76 5.78 6.11 6.50 6.47 6.47 6.50 6.49 6.50 6.58 6.84 6 80 6.63 6.67 7.00 11.50 1 1 . 42 7.65 7.61 6,384 ' 6,422 7,070 7,870 7,807 ; 7,807 7,870 7,849 7,870 ' 8,038 i 8,622 ' 8,530 I 8,146 8,234 I 8.990 11.055 I 21.002 20,796 10,555 10,455 7.310 7.58 10.380 (.130 7 :;0 9,460 r,210 6.69 8.278 6,911 6.26 7,370 6,270 6.34 7,534 6,422 6,213 6,232 6,403 6,441 6.384 8,553 10,680 10,605 10,505 10,555 Interpolated. Jan. 1st to April 16.- -Ice conditions. No. 2.>.— 4' 46 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of South Channel of North Saskatchewan River at Battleford, for \Q12.— Concluded. Day July Gauge Height. Dis- charge. August Gauge Height. Dis- charge. September October Gauge Dis- Gauge Dis- Height. charge. Height. charge. Feet Sec.-fl. Feet Sec.-ft. 6.68 8,256 4.75 4,540 6.65 8,190 4.67 4,405 6.60 8,080 4.66 4,390 6.53 7,933 4.59 4,285 6.50 7,870 4.46 4,090 6.50 7,870 4.47 4,105 6.40 7,660 4.47 4,105 6.34 7,534 4.47 4,105 6.26 7.370 4.45 4,075 5.92 6,690 4.47 4,105 6.31, 7,471 4.57 4,255 6,30 7,450 4.52 4,180 5.81 6,479 4.33 3,895 5.76 6,384 4.32 3,880 5.69 6,251 4.22 3,738 5.65 6,175 4.14 3,632 5.37 5,656 4.10 3,580 5.35 5,620 4.09 3,567 5.31 5,548 4.05 3,515 5.29 5,512 4.04 3,502 5.29 5,512 3.99 3,438 5.25 5,440 3.99 3,438 5.20 5,350 3,97 3,414 5.14 5,242 3.95 3,390 5.16 5,278 3.95 3,390 5.15 5,260 3,97 3,414 5.10 5,170 3,97 3,414 5.00 4.990 3.98 3,426 5.00 4,990 4.15 3,645 4.90 4,810 4,52 4,180 5.29 5,512 November Gauge Height. Dis- charge. December Gauge Dis- Height. charge. 1. 2. 3 4. 5 6. 7. 8. 9. 10 11 12 13 14. 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Feet 7.70 7,96 9.11 8.87 8.50 8.45 8.20 7.80 7.40 7.27 7.27 7.25 7.24 7.24 7.22 7.19 7.17 7.22 7.32 8.60 8.55 8.57 8.43 8.60 8.65 8.60 8,55 7.90 7,20 7,20 7.19 Sec.-ft. 10,680 11,336 14,387 13,739 12,740 12,610 11,960 10,930 9,940 9,628 9,628 9,580 9,556 9,556 9,508 9,436 9,388 9,312 9,020 11,700 11,040 11,140 10,860 11,400 11,580 11,540 11,480 9,900 8,360 8,400 8.440 Feet 8.05 8.00 7.96 7.80 7.78 7.50 7.15 6.98 6.79 8.39 8,35 8.52 8.65 8.84 8.82 8.57 8.03 7.56 7,50 6.97 Sec.-ft. 8,460 8,580 8,720 9,180 8,760 10,900 10,840 10,800 10,440 10,460 9,860 9,080 8,740 8,360 12,300 12,350 12,794 13,145 13,658 13,604 12,929 11,518 10,330 10,180 8,921 8,875 8,438 8,415 8,323 8,300 8,300 Feet 4,01 4.35 4.80 4,65 4,30 4,12 4,20 4,20 4,20 4,18 4.15 4.10 4,00 3,90 3.60 3,55 3.52 3,50 3,50 3.50 Sec.-ft. 3,463 2,400i 2,730 2,550 2,200 1,950 1,980 2,010 2,040 2,040 2,010 1,950 1,870 1,770 1.610 1,460 1,430 1,410 1,400 1.390 1,370 1,380 1,350 1,300 1,180 1,100 1,050 1,100 1.200 1,290 Feet 3,34 3,33 3.33 3,33 3.29 3.15 3.12 3,17 3,25 3,35 3.73 3.72 3,72 3,74 3,74 3.76 3.73 Sec.-ft. 1,300 1,300 1.310 1,290 1,250 1,210 1,210 1,280 1,390 1,500 1,630 1,700 1,750 1,790 1,800 1,810 1,810 1.810 1,810 1.810 1,820 1,840 1,860 1,890 1,890 1.880 1.870 1.860 1.830 1,810 l.SlOd d Nov. 2 to Dec. 31. — Ice conditions. Monthly Discharge of South Channel of North for 1913. Saskatchewan River at Battleford Month. Discharge in Second-Feet. Maximum. Minimum. Mean. Run-off. Total in acre-feet. January. .. February. . March .... April May June July August. . . . September. October. . . November. December. The year. . 1.350 1.350 1.530 12.980 7,310 21.020 14,387 13,658 8,256 4,540 3.463 1,890 820 10.60 1,080 1,270 3,306 6,380 8,360 8,300 4,810 3,390 1,050 1,210 989 1.162 1.267 4.278 5.199 9,510 10.606 10.182 6,401 3,891 1.898 1,649 60.811 64.534 77.905 254,558 319,674 565,884 652.137 626.067 380,886 239.248 112,939 101.393 3.456.036 NORTH SASKATCHEWAN DRAINAGE BASIN SESSIONAL PAPER No. 25c Monthly Discharge of North Saskatchewan River at Battleford, for 1913 (Drainage area (a) square miles). 47 Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Total in Acre-feet. 1,650 1,790 2,420 31,430 14,326 48,230 31,797 29,548 16,308 7,910 7,263 2.500 1,010 1,240 1,570 1,950 5,404 12,453 18,574 16,324 8,234 5,488 2,470 1,680 1,220 1,553 1,963 9,621 9,664 19,941 23,104 21,631 11,874 6.432 3,706 2,161 75,015 86,249 120,701 572,489 594,216 1,186,571 July 1,420,610 1,330,039 706,552 395,489 220,522 132,875 6,841.328 i a The drainage area of this stream cannot be obtained with any degree of accuracy and in any case would be misleading so no computations involving the same have been made. NORTH SASKATCHEWAN RIVER AT EDMONTON. This station is located at the low-level traffic and railway bridge in the city of Edmonton, on the N.W. X of Sec. 33. Tp. 52, Rge. 24, West of the 4th meridian. There are two plain staff gauges at the station, a low level one reading from zero to ten feet and a high level one reading from ten to thirty-four feet. The high level gauge is spiked perpendicularly to a high timber pier a short distance above the mill of the Edmonton Lumber Company. The low level gauge is attached to a pier about 75 feet above the other and some 200 feet from the right bank. Both gauges are graduated to feet and tenths and are about 300 yards downstream from the bridge. The zero of the gauges (elevation 1991.085) is referred to a permanent iron bench mark (elevation 2025.04) located under the stay line to the stack of the mill and about 50 feet from the high level gauge. This bench mark is referred to the Department of Public Works bench mark on the left abutment of the bridge, which is eleva- tion 2025.00 feet above sea level. The channel is straight for about 700 feet above and 200 feet below the station. Both banks are high, of an earth formation and sparsely covered with brush. The bed of the stream is composed of sand and gravel and is liable to shift slightly. The stream is divided into four channels by the three bridge piers. Discharge measurements are made from the downstream side of the bridge. The initial point for soundings is the stream face of the left or north abutment. Distances are marked on the handrail of the bridge. The bridge is a four span steel structure supported by concrete piers and abutments. Between the right pier and the shore and extending for some distance above and below the bridge, there is a row of timber piers with a long string of booms attached to them. This boom is for the purpose of conducting logs to the Edmonton Lumber Company's mill, a short distance below the bridge. The boom is sometimes fuU of logs and at such times it becomes very hard to obtain velocity observations in this span. This station was first used by this survey during 1911 and the gauge height observations were supplied by the Edmonton Lumber Company. Mr. Schneider made the observations for the Company during 1913. 48 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Discharge Measurements of North Saskatchewan River at Edmonton, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. 17-18 F. R. Burfield do Feet. 470 470 470 470 411 560 437 454 560 575 512 569 558 540 555 491 496 458 411 402 368 444 460 .5..//. 982 1,082 1,015 1,043 1,088 4,863 2.338 2,616 3,944 6,661 6,000 5,370 5,247 4,340 4,571 3,307 3,000 2,561 2.421 2.241 1.877 2.131 1,422 IFt. per sec. 1.23 1.43 1.26 1.19 1.82 3.43 1.67 2.41 3.24 4.04 3.78 3.52 3.44 2.67 3.12 2.43 2.31 2.13 1.76 1.48 1.23 0.79 0.46 Feet. 8.95 9.59 9.31 9.35 9.81 13.78 9. '04 9.90 13.50 17.37 15.74 14.10 13.60 12.53 13.21 10.75 10.50 9.77 8.93 8.37 7.86 8.26 7.09 Sec.-fl. 1.207 Feb. 1 . . . . 1.552 Feb. 10 V. Meek 1.280 Feb. 25 do 1.239 April April 2 . . do 1.972 21. 2 12 do 16.705 Maj- G. R. Elliott 3.908 Mav V. Meek J. S. Wright G. J. Smith 6.313 2-3 12,785 23 3 26,890 Julv H. B. R. Thompson 22,639 July 21 P. H. Daniells 18.906 1 do 18 034 23 do 11,663 Sept. 1 G. H. Whyte and P. H. Daniells. P. H. Daniells 14,450 Sept. 15 . . 8.031 23 do 6,924 Oct 2 do 5,467 Oct. 14 do 4.278 Oct. 30 ... do 3.187 15 do 2 315 Dec. 2-3 do 1,684 Dec. 26-27 do 652 D.viLY Gauge Height and Discharge of North Saskatchewan River at Edmonton, 1913. for January February March April 1 May June D.A.Y. Gauge Height. Dis- charge. j Gauge ! Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge 1 Dis- Height.' charge. Gauge Height. Dis- charge. 1 Feet 9.5 9.7 9.9 9.8 9.4 9.1 8.9 8.9 8.9 8.9 8.9 8.8 8.8 8.9 8.8 8.8 8.9 9.0 9.0 9.0 9.1 9.1 9.1 9.2 9.3 9.3 9.3 9.3 9.4 9.5 9.7 Sec.-ft. 1.720 1.710 1,700 1,660 1,610 1.560 1,450 1,360 1,310 1,280 1,260 1,240 1.230 1,220 1.210 1,210 1,210 1.210 1,220 1,230 1.260 1,280 1.320 1.360 1.390 1.440 1,470 1,480 1.500 1,520 1.570 Feel 9.6 9.6 9.6 9.6 9.5 9.6 9.6 9.5 9.4 9.3 9.3 9.4 9.4 2.. 5 9.6 9.5 9 5 9 5 9.5 9.5 9 5 9>4 9 4 9.4 9.4 9.4 9.3 9.2 Sec-ft.. 1.560 1.520 1.480 1.450 1,410 1,380 1.360 1.330 1.300 1.280 1.270 1,260 1.280 1,290 1,310 1.310 1.280 1.270 1,260 1,250 1.250 1,250 1.240 1.240 1.240 1.230 1.230 1,230 Feet 9.2 9.2 9.2 9.2 , 9.2 9 3 9 3 5.3 9.4 9.4 9.4 9.4 9.4 9.4 9.4 9.3 9.2 9.1 9.1 9 0 9.0 9.0 8.9 8.9 9.0 9.1 9.1 9.2 9.2 9.2 , 9.1 Sec.-fl. 1,230 1,240 1,250 1,260 1,270 1,270 1,270 1,260 1,240 1,230 1,220 1,220 1,220 1,210 1,210 1.210 1.210 1.210 1.220 1.230 1,230 1.230 1.250 1,320 1,390 1,450 1.480 1,530 1,650 1.750 1,820 Feet 9.2 9.4 9.6 9.6 9.6 10.0 10.2 10.1 10.0 10.0 9.9 10.2 10.6 10.8 11.0 16.2 14.3 16.4 13 9 13.8 13.7 13 6 12 9 11.8 11.0 10.3 10.0 9 6 9 6 9.4 Sec.-ft. 1.900 1.970 2,000 2.030 2.060 2,080 2,110 2,140 2.170 2.200 2.500 3.000 5.000 7,000 8.700 26,100 18.350 27.000 16,950 16,600 16,300 16,000 13,900 10.700 8.700 6.950 6,300 5.500 5,500 5,100 Feel Sec.-ft. 9.40 : 5,100 9.20 4,700 9.10 4.500 9.20 4,700 9.20 4,700 9.20 4.700 9.10 4.500 9.00 4,300 9.00 4,300 9.20 4,700 9.20 4.700 9.40 5.100 12.50 12,700 12.70 13,300 12.70 13,300 13.00 14,200 12.80 13,600 12.70 13.300 12.80 13,600 12.80 13,600 12.30 12,100 11.90 10,950 12.00 11,200 12.10 11,500 12.40 12,400 12.20 11,800 12 20 11,800 12 70 13.300 12 80 13.600 13.10 , 14.500 13.20 ; 14,800 Feet 13.4 13.4 13.4 13.3 13.4 13.7 14.0 13.7 13.2 13.9 14.9 15.5 15.6 15.1 15.1 15.0 14.3 14.3 13.3 12.3 12.7 16.1 16 9 15.5 14.8 14.4 16.1 16.5 16 5 17.0 Sec.-fl. 15,400 2 15.400 3 15.400 4 5 6 15.100 15.400 16.300 17,300 8 16,300 9 14,800 10 16,950 11 12 20,600 23,000 13 23,400 14 21,400 15 16 21,40e 21,000 17 18.350 18 18.350 19 20 15,100 12.100 21 13.300 22 23 24 25 26 27 28 29 25.650 29.250 23.000 20.200 18.700 25.650 27.450 27.450 30 29.700 31 XORTH SASKATCHEWAN DRAINAGE BASIN SESSIONAL PAPER No. 25c 49 Daily Gauge Height axd Discharge of North Saskatchewan River at Edmonton, for 1913. — Concluded. July August September October November December Day Gauge Height. Dis- charge . Gauge Height. Dis- charge . Gauge Height. Dis- charge . Gauge Height, Dis- charge. Dis- Height. Gauge charge . Gauge Height. Dis- charge. 1 2 Feet 16.7 16.1 16.0 15.7 15.1 14.1 13.9 13.6 14.6 14.7 14.0 14.3 14.0 13.9 15.2 17.0 15.9 14.9 14.2 14.0 14.1 14.4 15.0 16.3 15.9 15.6 15.5 15.3 15.7 15.6 15.6 Sec.-fl. 28,350 25,650 25,200 23.850 21.400 17.650 16.950 16,000 19,400 19.800 17.300 18.350 17.300 16.950 22.200 29.700 24,750 20,600 18,000 17,300 17,650 18,700 21,000 26,550 24,750 23,400 23,000 22,200 23,850 23,400 23,400 Feet 14.6 13.2 13.6 13.7 13.2 13.3 14.4 14.2 14.5 14.6 17.3 16.2 16.2 16.3 17.6 17.4 16. e 15.6 14.4 14.0 13.5 13.0 12.5 11.9 11.4 11.8 12.9 13 0 12.9 12.8 12.9 Sec.-ft. 19,400 14.800 16.000 16.300 14.800 15.100 18.700 18,000 19,050 19,400 31,100 26,100 26.100 26.550 32.600 31.600 25,200 23.400 18,700 17.300 15.700 14,200 12.700 10.950 9.700 10.700 13.900 14,200 13,900 13,600 13,900 Feet 13.4 13 3 13 0 12.9 12 6 12.4 12.0 12.3 12.0 11,5 11.3 11.6 11.3 11.0 10.9 11.0 10.8 10.7 10.5 10.7 10.6 10.6 10.5 10.4 10.4 10.2 10.0 9.9 9.8 9.7 Sec.-fl. 15,400 15.100 14,200 13.900 13,000 12.400 11,200 12,100 11,200 9,950 9,450 10,200 9.450 8.700 8.450 8.700 8.200 7.950 7.450 7.950 7.700 7.700 7.450 7.200 7.200 6.700 6,300 6,100 5,900 5,700 Feet 9.70 9.7 9.7 9.7 9.8 9 9 9.8 9.7 9.5 9.4 9 3 9 2 9 2 9 2 9.2 9 1 9 0 9 0 9 0 8.9 8.8 8.7 8.7 8.7 8.7 8.6 8.5 8.4 8.3 8.5 8.3 Sec.-ft. 5,700 5,700 5,700 5.700 5.900 6,100 5,900 5.700 5.300 5.100 4.900 4,700 4,700 4,700 4,700 4,500 4.300 4.300 4,300 4.100 3.910 3.740 3,740 3,740 3,740 3,570 3,410 3.250 3,100 3,410 3,100 Feet 8.0 7.9 7.7 7.8 7.9 8.2 8.2 8.2 8.1 8.1 8.2 8.0 8.1 7.8 7.7 7.6 7.4 9 3 10.1 10.1 9.3 9.1 9.0 8.8 8.9 8.1 7.3 7. 5 7 . 7 7.9 .Sec.-fl. 2,650 2,500 2,200 2,360 2,500 2,950 2.950 2.950 2.800 2.800 2,950 2,650 2,800 2,360 2,320 2,290 2,280 2,250 2.230 2.200 2.170 2.130 2.090 2.040 2.000 1.950 1.900 1,850 1.810 1,770 Feet 8.1 8.1 8.1 7 9 S3 7 9 8 0 7 9 7.9 7.8 7 . 7 7 . 7 7 9 7 9 7.8 z ? 7 . 5 7.3 7.1 6.9 6.8 7.8 7.0 Sec.-ft. 1,740 1,700 3 4 1,670 1.630 1.600 6 I::::::::::: 9 10 11 12 13 14 15 1.570 1.530 1.480 1.430 1.370 1.310 1,230 1.120 1.020 950 16 17 18 19 20 21 870 830 780 750 720 690 22 670 23 25 25 26 660 650 650 650 27 660 28 29 . 670 690 30 730 31 770 MoxTHLY Discharge of North Saskatchewan River at Edmonton, tor ]'.)]:> (Drainage area, 10,780 square miles) Month. January. . . Februarj'. . March .\pril May June July August. . . . September. October Xovember. December. Discharge in Second-Feet. Maximum. Minimum. The year. 1.720 1.210 1.560 1.230 1.820 1.210 27.000 1.900 14.800 4,300 29.700 12.100 29.700 16.000 32.600 9.700 15.400 5,700 6.100 3,100 2.950 1,770 1.740 650 1.393 1.313 1.315 8.227 9,727 19.780 21.439 18,505 9.430 4.539 2.357 1,058 Per square Mile. 0.129 0.122 .122 .763 0.902 1 830 1 990 1 . 720 0.875 .421 .219 0.098 Run-Off. Depth in inches on Drainage Area. Total in Acre-feet. 0.149 .127 .141 0 851 1 040 2.040 2 . 290 1.980 0.976 .485 .224 0.113 10.436 85.653 72.920 80.857 489.540 .598.089 1.176.992 1.318.233 1.137,828 561,124 279.092 140.251 65.054 6.005.633 50 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 NORTH SASKATCHEWAN RIVEB NEAE ROCKY MOUNTAIN HOUSE. This station was established June 2, 1913, by G. H. Whyte. It is located on the N. E. % See. 21, Tp. 39, Rge. 7, W. 5th Mer., and about one mile from the village of Rocky Mountain House. The gauge, which is an inclined staff reading to feet and tenths, is located on the left bank of the river some 60 feet above the ferry cable and about 1,000 feet below the railway bridge. The zero of the gauge (elev. 3108.39) is referred to a stump (assumed elev. 3127.74 "Public Works of Canada") located on the left bank in front of the ferry cable-tower. In October 1913, a cable station was constructed about 500 feet below the gauge which will enable the survey to make regular gaugings at this point throughout the year and it is expected that the daily discharges for 1913 will be computed and included in the 1914 report. The gauge was read until November by D. Hayes and after that date by W. Austin. Mean Daily Gauge Height, in feet, of North Saskatchewan River, near Rocky Mountain House, for 1913. Day. June. July. August. September. October November. December, 1 8,65 8.70 8.20 8.75 8.25 7,05 7,50 9.15 8.00 7.75 7,90 ' 7,80 7,50 8,05 7,50 7,05 6,95 7,05 7,40 8,25 8.85 9.90 10.35 9.90 9.80 9.75 9.20 8.85 8.80 8.30 7.65 7.65 8.30 8.60 8.90 9,00 8,85 8,90 8,55 9.85 10.35 9.80 9.85 10.80 10.30 9.60 8.65 8.10 7.70 7.40 7.00 6.65 7.05 6.70 7,30 7,65 7,65 7,80 7.65 7.30 7.65 7.90 7.90 7.05 7.45 7.45 7.90 7.45 6.75 7.45 7.30 6.70 6.85 6.65 6.55 6.75 6.65 6.50 6.35 6.45 6.65 6.45 6.30 6.20 6.25 6.15 6.05 5.90 5.80 5,70 5,60 5,80 5,60 5.50 5,75 5,65 5,50 5,40 5.25 5.20 5.10 5.10 5,00 5.00 5.00 4.80 4.90 5.00 4.90 4.85 4,75 4,70 4.60 4.50 4.55 4.60 4.50 4.50 4.50 4.50 4.50 4.40 4.40 4.40 4.50 4.30 4.50 4.20 4.10 4.30 4.20 4.20 4.30 4,30 4,20 4,10 3,90 4,10 4,20 4,30 4,30 4,10 4,00 4,00 3,70 3,90 4,00 4,30 4.40 4.30 4,00 3,80 3,70 3 90 2 7.60 4 00 3 7.50 7.55 7.55 7.50 7.20 7.55 4 10 4 4 00 5 6 7 8 3,90 3,70 3.80 4 00 9 10 11 12 .> 8.55 9.00 9.35 9 05 4.00 4.20 4.70 4.40 4 30 13 8.80 8.65 8.20 7.25 7.20 7.35 7.45 7.75 9.25 8.30 7.75 7.55 7.65 8.55 8,25 8,40 8,45 8,50 14 4 70 15... . 4.80 5.20 5.10 5.20 4.70 4.60 5.80a 5.60 5.40 5.50 5.30 5.60 5.70 5.90 5.80 5.80 5.606 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 '. . 31 a to b Ice conditions. BATTLE RIVER AT BATTLEFORD. This station was established on Juno 17, 1911, by H. R. Carscallen. It is located at the traflie bridge in the town of Battleford on the S.E. X Sec. 19, Tp. 43, Rge. 16. W. 3rd Mer. The gauge, which is of the standard chain type, is located level with°the floor of the bridge at chainage 45. The zero of the gauge (elev. 72.53) is referred to a bench mark (assumed elv. 100.00), situated on the top of the loft abutment on the outer downstream corner. The channel is straight for 300 yards above and half a mile below the station. Both banks are fairly high and clean. The bed of the stream is composed of sand which shifts considera- bly. Backwater from floods on tho North Saskatchewan, into which this stream empties some three miles below the station, gives trouble in computing accurate di.scharges. Discharge measurements are made with a current meter from the bridge which is a three-span steel structure. The initial point for sounding is the inner face of the left abutment. Distances are marked on the handrail on the downstream side of the bridge. During 1913, Mr. C. J. Johnson of the Indian Agency staff took the observations. NORTH SASKATCHEWAN DRAINAGE BASIN SESSIONAL PAPER No. 25c 51 Discharge Measurements of Battle River at Battleford, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge 8 b 6 6 4 O. H. Hoover Feet. 105 50 244 199 179 113 174 175 166 126 114 86 78 S..ft. 89.8 56.9 839.0 866.0 386.0 226.0 368.0 375.0 296.0 276.0 219.0 164.0 118.0 Ft. per sec. 0.38 0.53 1.80 2.89 1.78 1.59 1.33 .91 1.51 1.34 .95 .87 .51 Feet. 4.69 4.95 9.15 6.66 4.47 3.80 4.62 4.46 4.05 3.87 3.90 3.99 4.12 Sec.-ft. 34 Feb. do 30 do do 1,514 a April 21 19 2,504 do 687 21 . do 359 July 19 18 do 491 Aug. do do 340 Sept. 19 . 446 Oct. 16 do 370 Nov. 8 b 24 & 18 b do do 208 144 Dec. F. R. Steinberger 60 a Discharge on top of winter ice. 6 Ice conditions. Daily Gauge Height and Discharge of Battle River at Battleford, for 1913 Day. January February Gauge Height. Dis- Gauge charge. Height Dis- charge. March Gauge I Dis- Height. charge. April Gauge j Dis- Height. charge. May Gauge I Dis- Height. charge. June Gauge Height. Dis- charge. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Feet 5.08 5.08 5.10 5.12 5.15 5.19 5.25 4.69 4.71 4.74 4.74 4.76 4.76 4.78 4.79 4.79 4.79 4.78 4.80 4.80 4.80 4.82 4.83 4.83 4.85 4.87 4.90 4.89 4.85 4.71 4.71 Sec.-ft. 100a 100 100 100 110 130 120 34 40 50 40 30 30 30 35 35 40 50 40 30 50 50 40 40 50 60 70 60 55 40 20 Feet 4.82 4.83 4.85 4.89 4.90 4.95 4.97 5.00 5.01 5.01 5.02 5.04 5.06 5.09 5.11 5.17 5.22 5.24 5.21 5.21 5.23 5.24 5.27 5.31 5.25 5.23 5.21 5.21 Sec-ft.. 30 30 30 30 40 30 30 40 40 50 60 65 60 60 65 70* 90 100 80 80 85 85 70 65 60 60 65 50 Feet 5.23 5.26 5.31 5.32 5.32 5.34 5.34 5.28 5.14 5.09 5.54 5.14 5.09 4.89 4.98 5.04 5.19 5.38 5,54 5.61 5.44 5.52 5.55 5.59 5.17 5.25 5.20 5.16 5.12 5.08 5.11 Sec.-ft. 50 60 70 80 85 85 70 60 50 50 70 60 40 25 30 50 70 110 150 150 140 150 150 90 70 50 40 40 40 50 100a Feet 5.42 5.75 7.72 9.10 9.32 9.14 9.66 9.64 9.28 8.42 8.22 7.63 7.77 7.74 7.31 6.58 6.40 6.95 6.96 6.96 6.68 6.48 6.18 5.94 5.92 6.08 Sec.-ft. 1,366 1,635 3,620 5,120 5,362 5,164 5,736 5,714 5,318 4,376 4,160 3,523 3,674 3,641 3.181 2,420 2,240 2,802 2,813 2,813 2.520 2, .320 2,022 1,806 1,788 2,290 1,986 1,941 1,959 1.932 Feet 5.50 5.44 5.25 5.14 5.06 5.02 5.01 4.96 4.92 4.74 4.65 4.60 4.55 4.50 4.55 4.60 4.52 4.47 4.44 4.44 4.42 4.38 4.36 4.32 4.28 4.25 Sec.-ft. 1,878 1,752 1,617 1,446 1,430 1,430 1,382 1,230 1,148 1,092 1,064 1,057 1,022 994 874 820 790 760 730 760 790 742 712 694 694 682 658 646 622 598 580 Feet 4.26 4.25 4.22 4.24 4.22 4.20 4.16 4.16 4.14 4.10 4.05 4.05 4.03 3.99 3.97 4.04 4.02 4.01 3.96 3.94 Sec.-ft. 586 580 562 574 562 550 526 526 514 490 460 460 448 425 415 454 442 436 410 400 350 350 330 330 330 360 380 365 360 430 a Jan. 1st to March 31. — Ice conditions. 52 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Oaxjge Height and Discharge of Battle Rivei' at Battleford, for 1913. — Concluded. July Gauge Dis- Height.l charge. 1 Feet 4 34 2 4 31 3 .... 4 48 4 4 41 4 26 6 4 15 7 4 10 8 4.10 8 4 07 10 4 05 11 4 00 12 4 00 13 4 01 14 4.01 15 4 04 16 4.12 17 4 40 18 4 38 19 4.45 20 4.51 21 4,44 22 4.38 23 4 46 24 4 50 25 4 41 26 4 30 27 4 24 28 4.14 29 4 12 30 4 09 31 4.06 Sec.-ft. 634 616 718 676 586 520 490 490 472 460 430 430 436 436 454 502 560a 455 400 455 460 460 530 590 580 540 525a 514 502 484 466 August Gauge Height. Feet 4.02 4.00 4.01 4.02 4.05 Dis- charge. September October November Gauge Height. 4.22 4.26 4.61 4.76 4.64 Sec.-ft. 442 430 436 442 460 490 484 478 466 442 430 420 410 405 4656 375 320 430 575 580 465 ; 460 5026 490 1 490 I 478 478 466 •466 448 442 4.10 4.10 4.10 4.10 4.09 4.08 4.05 4.08 4.07 4.08 4.17 4.11 4.08 4.07 4.05 4.03 4.01 4.01 4.00 3.99 Dis- charge. Gauge Height, Sec.-ft. I Feel 420 420 444 444 454 478 496 490 490 490 490 490 490 490 484 478 460 478 472 478 532 496 478 472 460 448 436 436 430 425 3.97 3,97 4.01 4.05 4.02 3.96 3.94 3.93 3.92 3.92 3.91 3.89 3.91 3.89 3.87 3.87 3.87 3.90 Dis- chargi 3.76 3.83 3.93 3.73 3.69 3.70 Sec.-ft. 415 415 436 460 442 410 400 395 390 390 385 375 385 375 365 365 365 380 360 335 325 315' 315 315 310 310 345 395 295 275 280 Gauge Height. Dis- charge. December Gauge Height. 3.92 3.90 3.90 3.89 3.86 3.80 3.75 3.78 3.82 3.84 3.88 3.90 3.90 3.94 3.92 3.94 3.95 3.99 3.99 3.99 3.99 3.99 3.99 3.99 3.99 Sec.-ft. Feel Sec.-ft. 280c 320 325 320 270 270 260 250 208 200 190 180 160 170 180 190 190 170 160 150 Dis- charge . 140 140 140 140 140 3.99 3.97 3.98 3.99 3.99 4.05 4.08 4.08 i 4.08 I 4.09 4.09 I 4.09 ! 4.12 I 4.00 j 4.03 ! 130 4.07 130 , 4.12 130 I 4.12 144 4.11 150 4.12 4.11 4.10 4.10 4.12 4.13 4.15 140 130 130 140 145 140 150 150 150 150 140 140 140 140 140 120 90 60 55 60 80 70 60 60 70 65 60 50 40 38 AQc a — a — Gauge height affected by back water from North Saskatchewan River. 6 — 6 — Gauge lieight affected by back water from North Saskatchewan River, c— Ice conditions Nov. 1st to Dec. 31. Monthly Discharge of Battle River at Battleford, for 1913 (Drainage area 11,850 square miles). Discharge in Second-Feet. Run-Off. Maximum. Minimum Mean Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. January. . . February. . March April May June July -August. . . . September. October November. December. 130 100 150 5,736 1.878 586 718 580 532 460 325 150 20 30 25 1,366 680 330 400 320 420 275 130 38 57 58 75 3.175 990 447 512 467 468 366 194 101 The year. 0 005 0 005 .006 .268 .083 .038 .043 .038 .089 .031 .016 0.008 0.006 .005 .007 .299 .096 .042 .060 .044 .044 .036 .018 0.009 0.656 3.529 3,216 4.630 188,925 60.873 26,598 31.482 28.100 27.848 22,443 11,544 6,210 415.398 XOBTH SASKATCHEWAN DRAIXAGE BASIX SESSIONAL PAPER No. 25c 53 BATTLE RIVER AT POXOKA. This station was established ]May 7, 1913, by V. ]SIeek. It is located in the village of Ponoka. at the steel traffic bridge 300 vards southeast of the C.P.R. depot, in the S.W. }{ Sec. 4, Tp. 25, Rge. 43, West of the 4th Mer. The gauge, which is a plain staff graduated to feet and hundredths, is situated at the eft bank 30 feet upstream from the bridge. It is referred to the top of a spike in a pile on the upstream side of the left abument (elev. 11.69 above the zero of the gauge.) The channel is straight for 100 feet above and 50 feet below the station. Both banks are clay and covered with brush and are not likelj- to overflow. The bed of the stream is sandy. Measurements are made from the downstream side of the bridge. The initial point for soundings is the inner face of the left abutment. Distances are marked every five feet on the handrail. During 1913 the gauge was read bj^ G. R. Edwards. Discharge Measuremexts of Battle River at Ponoka, in 1913 Date. Hydrographer. May 7 May 26 June 16 July 9 July 17 July 29 Aug. 8 Aug. 20 Sept. 5 Sept. 17 Sept. 25 Oct. 18 Xov. 3 Dec. 9. V. Meek J. S. Wright G. J. Smith H. B. R. Thompson. P. H. Daniells do do do do do do do do do Width. Feet. 66.0 67.8 49.0 70.2 81.0 64.0 62.0 67.0 60.0 60.0 60.0 61.0 60.0 25.0 Area of Section, Sq. ft. 174 188 142 230 451 182 152 244 160 133 133 136 127 20 Mean Gauge Velocity. Height. Ft. per sec. I Feet. 0.69 0.65 0.94 0.83 1.36 0.44 0.33 0.90 0.55 0.30 0.25 0.32 0.29 0.76 3.36 3.45 3.98 3.96 6.54 3.16 2.65 4.10 3.03 2.53 2.51 2.45 2.42 2.29 Discharge. Sec.-fl. 119 123 134 191 611 81 51 217 88 40 33 44 37 16 54 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Battle River at Ponoka, for 1913. May June July August Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet Sec.-ft. Feet 3.19 3.15 3.14 3.20 3.32 3.61 3.58 3.51 3.42 3.30 3.25 3.21 3.40 3.36 3.78 3.98 3.92 3.92 3.84 3.75 4.20 4.15 4.12 3.85 3.73 3.75 3.97 4.80 5.04 5.14 Sec.-ft. 99 95 94 100 112 146 143 134 123 110 105 101 121 117 168 196 188 188 177 164 227 220 216 178 162 164 195 316 354 370 Feet 4.98 4.70 4.52 4.30 4.20 4.25 4.15 4.05 3.85 3.69 3.60 3.50 3.68 4.22 5.85 6.48 5.53 5.54 5.56 4.95 4.43 4.45 4.42 3.39 3.38 3.36 3.27 3.20 3.15 3.12 3.10 Sec.-ft. 345 301 274 241 227 234 220 206 178 157 145 133 155 230 490 600 436 438 441 340 260 264 259 120 119 117 107 100 95 92 90 Feet 3.10 3.06 3.00 2.80 2.70 2.65 2.60 2.65 2.65 2.65 2.75 2.70 2.85 3.33 4.05 4,50 4.32 4.20 4.18 3.87 3.68 3.55 3.35 3.18 3.05 3.00 2.93 2.87 2.81 2.77 2.90 Sec.-ft. 90 2 86 3 80 4 ., 62 5 54 6 50 7 3.36a 3.36 3.36 3.39 3.41 3.38 3.33 3.43 3.57 3.72 3.75 4.02 3.88 3.79 3.71 3.66 3.61 3.58 3.52 3.50 3.36 3.32 3.26 3.24 3.21 117 117 117 120 122 119 113 125 141 161 164 202 182 170 159 153 146 143 135 133 117 112 106 104 101 47 8 50 9 50 10 50 11 58 12 54 13 66 14 113 15 206 16 271 17 244 18 . . 227 19 224 20 181 21 155 22 139 23 116 24 98 25 85 26 80 27 74 28 68 29 63 30 60 31 71 a Gauge established. NORTH SASKATCHEWAN DRAINAGE BASIN SESSIONAL PAPER No. 25c 55 Daily Gauge Height and Discharge of Battle River at Ponoka, for 1913. — Concluded. September October November December Day. Gauge Dis- Height. charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet 3.05 3.20 3.11 3.04 3.04 2.97 2.90 2.84 2.75 2.72 2.67 2.64 2.62 2.61 2.59 2.56 2.55 2.59 2.64 2.63 2.60 2.53 2.53 2.53 2.52 2.51 2 50 Sec.-fi. 85 100 91 84 84 77 71 66 58 56 52 50 48 48 46 44 44 46 50 49 47 42 42 42 41 41 40 Feet 2.45 2.54 2.56 2.58 2.70 2.68 2.65 2.65 2.64 2.60 2.60 2.60 2.60 2.61 2.55 2.58 2.60 2.40 2.48 ..2.53 2.55 2.55 2.53 2.50 2.45 2.45 2.43 2.42 2.46 2.50 2.50 Sec.-ft. 37 43 44 46 54 53 50 50 50 47 47 47 47 48 44 46 47 34 39 42 44 44 42 40 37 37 36 35 38 40 40 Feet 2.48 2.45 2.43 2.41 2.40 2.40 2.42 2.43 2.45 2.44 2.37 2.33 Sec.-ft. 39 37 36 35 34 34 35 36 37 36 33 Feet 2.25 2.25 Sec.-ft. 26 2 26 3 4 b 5 6 1 7 i 8 1 9 [ 10 I 11 12 .qo 1 13 2.34 1 3i 2 35 1 .^2 14 15 2.35 2.35 2.36 2.35 2.36 2.34 2.30 2.29 2.27 2.25 2.24 2.25 2.26 2.25 2.25 2.25 32 32 32 32 32 31 29 28 28 26 26 26 27 26 26 26 16 17 18 19 20 21 23 25 26 1 28 2.51 1 4i : 2.48 2.45 39 37 30 I 31 b No observer after Dec. 2. Monthly Discharge of Battle River at Ponoka, for 1913 (Drainage area 670 square miles) Month. Discharge in Second-Feet. Maximum. Minimum. Mean Per square Mile. Run-Off. Depth in inches on Drainage Area. Total in Area-feet. May (7-31) June July August September October November December (1 and 2) . The period 202 370 600 271 100 54 39 26 101 94 90 47 37 34 26 26 135 169 239 106 55 43 ai 26 0.201 0.252 0.357 0.158 0.082 0.064 0,046 0.039 0.187 0.281 0.412 0.182 0.091 0.074 0.052 0.003 1.282 6.694 10,056 14,696 6,518 3.273 2,644 1,845 103 45,829 STURGEON RIVER NEAR FORT SASKATCHEWAN. This station was established December 30, 1913, by P. H. Daniells. I is located on the N.W. 'a Sec. 28, Tp. 55, Rge. 22, W. of the 4th Mcr., on the Traffic bridge about five miles worth of Fort .Saskatchewan and about one and a half miles from the mouth of the river. The gauge, which is a plain staff graduated to feet and hundredths, is nailed to a pile near the right bank about 20 feet from the initial point. The zero of the gauge (elev. 87.52) is referred to a bench mark (assumed elev. 100.00), located on th^ top of the downstream side of the left abutment. 56 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 The channel is straight for 200 feet above and 100 feet below the station. Both banks are low but not liable to overflow. The bed of the stream is sandy with a gravel control about 100 feet below which should be fairly permanent. The current is moderate. Measurements are made from the downstream side of the steel traffic bridge with meter and weights. The initial point for soundings is the stream face of the right abutment. It was not possible to obtain an observer during 1913 and therefore discharge measure- ments only were made. Discharge Measurements of Sturgeon River near Fort Saskatchewan, in 1913 Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. May 6 J S. Wright Feet. 65.0 54.5 52.5 53.0 55.0 72.0 61.0 62.0 62.0 60.0 53.0 46.0 • 43.0 5?. ft. 182 143 135 144 150 175 164 166 169 157 142 95 88 Ft. per sec. 2.10 1.09 0.72 1.10 1.20 1.43 1.40 1.46 1.42 1.36 1.00 0.60 0.42 Feel. i Sec.-ft. 383 30 do 2.99 2.76 156 13 G. J. Smith 98 July Julv 7 19 159 P. H. Daniells 3.19 3.58 3.47 3.50 3.46 3.39 3.16 3.27 3.70 180 July 30 11 22 do 261 do 229 do 243 Sept 2 do .... 240 Sept 13 do ; 213 Oct. 15 do 143 Dec. 8 do 57 Dec. 30 do 1 37 1 STURGEON RIVER AT ST. ALBERT. This station was established on April 23, 1913, by V. Meek. It is located between river lots 27 and 52 in St. Albert Settlement, Alberta, at the highway bridge crossing the Sturgeon River in the village of St. Albert. The gauge, which is a plain staff graduated to feet and hundredths is fastened to a pile in the bed of the stream 20 feet above the bridge. The zero of the gauge (elev. 90.23) is referred o a bench mark (assumed elev. 100.00), located on the cement sill of the east basement window of the St. Albert Hotel and marked "B.M., D.I." and broad arrow, in white paint. The channel is straight for 500 feet above and below the station. Both banks are fairly high, clean and not liable to overflow. The bed of the stream is sandy, with consideralile growth of vegetation which usually causes a change of control during the summer. The current is rather sluggish. Discharge measurements are made from the downstream side of the steel traffic bridge. The initial point for soundings is a zero marked on the handrail of the bridge; the chainage is marked on the rail every five feet. During 1913, the gauge was read dail.y by Lawrence Farrell and later l)y Chas. Pelletier. Discharge Measurements of Sturgeon River at St. Albert, in 1913 Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 23 May 2 May 31 June 21 July 5 July 18 July 31 Aug. 9 .\ug. 21 Sept. 3 Sept. 12 Sept. 24 Oct. 13 Oct. 31 Nov. 17 Dec. 1 Dec. 29 \'. Meek do J. S. Wright G. J. Smith H. B. R. Thompson P. H. Daniells do do do do do do do do ..... do do do Feel. 110.0 79.0 70.0 70.0 85.5 87.0 87.0 87.6 87.5 86.0 86.0 86.0 86.0 86.0 76.0 93.0 85.0 Sq. ft. 464 306 159 156 227 271 366 363 367 343 312 261 239 179 167 132 82 Ft. per sec. 1.27 1.41 0.80 0.59 0.636 0.60 0.68 0.63 0.62 0.63 0.59 0.58 0.57 0.59 0.61 0.46 0.34 Feel. 5.05 3.86 1.95 1.94 2.58 3.24 4.12 .1 . 98 4.09 3.94 3.63 3.165 2.77 2.38 1.96 2.14 2.06 Sec.fl. 589 429 131 93 144 168 247 228 228 215 183 152 137 107 103 61 28 Plate No. 7 rriiSSr;" «^ -^i^-^^^: Gauging Station on Sturgeon River near Fort Saskatchewan. Alberta. Platp: X.KY. Gauge Dis- Height. charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge . Gauge 1 Dis- Height. charge. t 1 1 Feet Sec.-ft. Feet 4.00 3.86 3.80 3.65 3.47 3.30 3.15 3.00 2.96 2.90 2.84 2.78 2.74 2.65 2.62 2.54 2.54 2.54 2.50 2.45 2.38 2.35 2.30 2.25 2.20 Sec.-ft. 447 429 422 404 383 364 348 331 327 321 315 309 305 296 293 285 285 285 281 276 269 266 261 256 251 Feet 1.85 Sec.-ft. Ill Feet Sec.-ft. 2.65 1 140 2 1 1.86 111 1.75 109 1.65 1 107 1.60 1 106 1.75 109 1.65 1 107 1.65 107 1.70 108 1.75 109 ! 1.70 108 1.65 107 1.70 108 2.60 137 3 2.65 1 140 4 2.55 1 134 2.58 ' 136 6 1 2.63 ; 138 7 1 2.68 ; 141 8 1 2.58 136 9 2 55 . 134 10 1 2.63 138 11 1 2 68 141 12 1 2.63 138 13 1 2 68 ' 141 14 ; 1.75 1.80 1.85 1.85 109 110 111 111 2.78 - 146 15 :.:.:::::;:::.:::::. ::::::::;::;::i:::: 2.88 151 16 2.93 1 154 17 2.98 i 157 18 1.90 112 3.13 ; 166 19 1.85 111 1.90 1 112 1.95 113 1.95 1 113 2.00 1 114 2.10 1 117 2.10 j 117 3.28 ' 176 20 ; 3 38 • 183 21 3 53 1 193 22 3 68 204 23..,. 5.05a 4.96 4.76 579 566 538 3 83 216 24 3 93 ! 224 25 4.03 1 233 4.56 510 2.15 4.50 512 2.10 4.35 482 2.05 4.24 478 2.00 4.10 460 1.95 1.90 ■ ■ ■ ■ 246 241 238 234 229 224 2.25 2.35 2.50 2.55 2.60 122 126 132 134 137 233 228 233 242 237 239 a Observations commenced. 58 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Sturgeon River at St. Albert, for 1913. Concluded August September October November December Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet 4.13 4.18 4.13 4.08 4.13 4.08 4.10 4.08 3.98 a Sec.-ft. 242 246 242 237 242 237 239 237 228 Feet Sec.-ft. Feet 2.99 2.98 2.95 2.94 2.84 2.76 2.72 2.75 2.73 2.70 2.64 2.60 2.57 2.59 2.58 2.55 2.53 2.50 2.46 2.45 2.44 2.44 2.42 2.41 2.39 2.35 2.33 2.30 2.28 2.25 2.24 Sec.-ft. 142 142 140 139 134 130 128 130 128 127 124 122 121 122 121 120 119 118 116 116 116 116 115 114 114 112 111 110 109 108 108 Feel 2.21 2.20 2.18 2.17 2.16 2.13 2.12 2.11 2.12 2.11 2.10 2.13 2.08 2.03 1.98 1.98 1.96 2.00 2.06 2.11 2.15 2.16 2.11 2.10 2.10 2.10 2.11 2.11 2.11 2.11 Sec.-ft. 107 107 106 106 106 105 105 104 105 104 104 105 103 102 100 100 100 101 103 104 106 106 104 104 104 104 104 100 90 80 Feet 2.10 2.10 2.10 2.10 2.11 2.10 2.10 2.10 2.10 2.10 2.09 2.10 2.10 2.10 2.10 2.09 2.08 2.07 2.06 2.05 2.05 2.04 2.03 2.02 2.01 2.01 2.00 2.00 2.01 2.01 2.01 Sec.-ft. 61 2 a 3.94 3.93 3.87 3.75 3.75 3.74 3.73 3.72 3.71 3.69 3.68 3.66 3.54 3.46 3.32 3.37 3.39 3.34 3.25 3.25 3.02 3.16 3.12 3.11 3.09 3.03 8.01 3.00 214 208 198 198 197 196 196 195 193 192 191 181 175 164 168 169 166 160 160 144 153 150 150 148 145 144 143 60 3 62 4 63 5 65 6 67 7; 65 8 62 9 58 10 57 11 55 12 55 13 ; \ 58 14 60 15 16 63 64 17 1 ... .1 63 18 1 61 19....::::::;::: i::.::.. 58 20 ; 55 21 ' ' 53 22.... . ....... 51 23 . . 49 24 : 46 25.... 43 26 40 27 36 28 32 29 ! 28 30 . . 1 .. 29 31 . . 1 32 1 a No observations obtained. Monthly Discharge of. Sturgeon River at St. Albert, for 1913. (Drainage area, 920 square miles). Month. Discharge in Second-Feet. Maximum. Minimum. Mean Per square Mile. Run-Off. Depth in inches on Drainage Area. Total in Acre-feet. April (23-30) May June. July August (1-9) September (3-30). October November December 579 447 137 242 246 215 142 107 67 460 224 106 134 228 143 108 80 28 516 304 114 174 239 175 122 103 53 0.561 0.330 .124 .189 .260 .190 .133 .112 0.058 The period. 0.167 .380 .138 .218 .087 .198 .153 .125 0.067 1.533 8.188 18,692 6,783 10,699 4,264 . 9.719 7,501 6,129 3.259 75.234 SOUTH SASKATCHEWAX DRAIXAGE BASIN SESSIONAL PAPER No. 25c 59 MiscELLAXEOUS DISCHARGE MEASUREMENTS made in North Saskatohewan River drainage basin, in 1913. July 9. 11. 13. 15. Aug. 13 . . •• 24., Sept. 4 . , Sept. 16. . Oct. 17. Hydrographer. Stream Fulcher [ Brazeau River , do .... do do . . . . ' do do . . . . ' do P. H. Daniells do do do do Pigeon Creek. do Vermilion River. do do 39-21-5 Outlet ofBra- zeau Lake.. Outlet of Pigeon Lake do N.W. 32-50-C-4 do do Width Feet. 11.0 12.0 65.0 10.5 16.0 Area of Section Sq. ft. 5.0 5.3 193.0 4.3 7.6 Mean Velocity. Discharge. Ft. per sec. 0.42 0.24 0.25 0.48 1.12 Sec. ji. 702 751 802 208 2.1 1.3 47.0 2.1 8.5 SOUTH SASKATCHEWAN RIVER DRAINAGE BASIN. General Descriplion. The upper portion of this drainage basin will be dealt in the descriptions of the drainage basins of Bow, Little Bow, Oldman Waterton, Belly and St. Mary Rivers. These streams are all conjoined at a point kno\^Ti as the Grand Forks, to form the South Saskatchew;an River. From the Grand Forks the river flows in a north and easterly direction to its junction with the North Saskatchewan River a short distance east of the city of Prince Albert. From this point onward the stream takes the name of the Saskatchewan River. After the confluence of the Bow and Belly Rivers the stream receives comparatively little drainage, the principal tributaries being the Red Deer River, draining that portion of the basin between the North and the South Saskatchewan River, and Sevenpersons River and Swiftcurrent creek emptying into the main stream from the south. Descriptions of the drainage basins of all these streams are given elsewhere in this report. The drainage basin of this stream is quite similar to that of all such streams which have their source in the mountains and flow across the prairies. The upper part of the basin has considerable fall, with rock and gravel formation and a good growth of timber. In contrast to this the prairie section of the basin is sparselj' wooded, except along the banks of the stream, and the rock formation changes to earth; also the stream is more apt to change its channel, especially in times of flood. The high water occurs in the hot months of summer and is caused by the melting of the snow fields in the mountains. The low water occurs in the winter months when there is no melting snow to augment the stream flow. In addition to the gauging stations on the tributaries, which are taken up in detail elsewhere in this report, there were two stations established on the main stream during the season of 1911, and daily gauge height observations and discharge measurements have since been taken at regular intervals. These stations are located at the cities of Medicine Hat and Saskatoon. Up to the present the chief value of this stream has been as a source of municipal water supply. There are no irrigation schemes or water power developments on the main stream. The cities of ]\Iedicine Hat and Saskatoon derive their water supply from this stream. The South Saskatchewan is also being considered as a possible source of supply for the cities of Moose Jaw and Regina. In this connection surveys were carried out during 1913 by this Department and also by the Provincial Government. SOUTH SASKATCHEWAN RIVER AT SASKATOON. Tliis station was established May 27, 1911, by H. R. Carscallen. It is located at the Canadian Northern Railway bridge in the city of Saskatoon, on the S.W. % Sec. 28, Tp.36 Rge. 5, W. 3rd Mer. The gauge, which is of the standard chain type, is placed on the downstream side of the bridge at ehainage 190. The length of chain from the bottom of the weight to the marker is 44.26 feet. The zero of the gauge (elev. 1.528.59) is referred to a bench mark (elev. 1553.35), on the side of the downstream end of the hft abutment. The latter elevation is referred to a waterworks bench mark (elev. 1571.31 of the City of Saskatoon, located on the top of a hydrant situated approximately 300 feet northeast of the left abutment. The channel is straight for about 500 feet above and 800 feet below the station. Both banks are high and sandy. The right bank is covered with a dense growth of trees and brush above and below the station. The left bank is clear of brush. The bed of the stream is sandy and shifts. No. 25e. — 5 60 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Discharge measurements are made from the bridge, which is a six-span timber structure supported by cement piers and abutments. The remains of the piers of a former bridge affect velocity observations in their vicinity. Distances are marked on the handrail on the down- stream side of th bridge. The face of the left abutment is the initial point for sounding. During 1913, the gauge was read by James White. Discharge Measurements of South Saskatchewan River at Saskatoon, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. Jan. Jan. 14 27 5-6-7 28 26-27 20 24 20 23 18 12 4 20 O H. Hoover Feet. 316 331 475 588 605 782 691 727 448 441 446 441 466 55. ft. 1,119 1,231 2,074 4,036 4,544 7,798 4,938 5.639 3,221 2,783 2,751 2,495 1,970 Ft. per sec. 1.01 1.01 1.20 3.90 3.87 4.79 3.63 4.03 3.08 2.46 2.09 1.80 1.18 Feet. 3.13 2.88 3.83 6.765 6.69 10.17 6.60 7.27 4.32 4.21 4.34 4.47 4.58 Sec.-ft. 1 124 1.246 2 496 April May June July Aug. Sept. Oct do 15,749 do 17,614 do .' . . . 37,386 do 17,935 do 22,750 do 9,944 do 6,841 5,768 Dec do 4,495 Dec. 1''. R. Steinberger 2,328 Daily Gauge Height and Discharge of South Saskatchewan River at Saskatoon, for 1913 January Gauge Height. Dis- charge. February Gauge Dis- Height.' charge. March Gauge I Dis- Height.; charge. April May Gauge Dis- Height.l charge. Gauge Height. Dis- charge. June Gauge Height. Dis- charge 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. Feet Sec.-ft. 3.41 3.40 3.42 3.41 3.39 3.32 3.05 3.10 3.06 3.01 3.10 3.10 3.05 3.02 3.11 3.20 3.19 3.18 3.20 3.19 16 15 10 05a 99 .94 2. 2.88 2.94 3.07 3.08 3.04 1,425J 1,420 1,390 1,370 1,320 1,250 1,170 1,180 1,150 1,130 1,150 1,160 1,150 1,130 1,150 1,180 1,240 1,240 1,250 1,260 1,250 1,250 1,260 1,250 1,250 1,240 1,240 1,240 1,260 1,350 1,350 Feet I Sec.-ft. 3.03 3.04 3.48 3.54 3.60 3.64 3.67a 1,310 1,320 1,320 1.350 1.425 1,580 1,670 1,770 1.830 1,870 1,880 1.900 1,970 2,070 2.125 3.696 2,175 3.70 2.220 3.70 2,250 3.72 2,275 3.74 2.300 3.74 2,328 3.76 2.340 3.76 2,340 3.76 2.360 3.77 2,370 3.77 2.370 3.78 2,375 3.79 2.390 Feet 3.79 3.78 3.77 3.776 3.76 3.79 3.84 3.80 3.82 3.84 3.84 3.80 3.80 3.80 3.82 3.82 3.79 3.79 3.77 3.76 3.80 3.80 4.10 4.10 4.20 4.27 Sec.-ft. 2,400 2,410 2,400 2,390 2,390 2,410 2.460 2.496 2,480 2,500 2,520 2,500 2.440 2,440 2,450 2,450 2,420 2,410 2,380 2.370 2,380 2,410 2,420 2,425 2,420 2,410 2,410 2,425 2,440 2.460 2.480 Feet I Sec.-ft. 80 c 28 00 00 00 2,550 3,790 3,680 3,670 3,670 4.90 3,550 4.70c 3,380 5.10 3,420 5.30 7.650t\1 May June July August. . . . September. October. . . November. December. The year. 1.425 2.390 2.520 37.950 19,850 38,230 42.710 19.500 11,635 8.880 12,160 4.950 1.130 1.310 2..370 2.550 7,260 17,025 13,690 11,670 6,960 6,630 5.0.^0 2,150 1,247 1,981 2,432 15,852 11.937 32,436 24,232 14,854 9,143 7,909 6,079 3,752 7,962,185 made. Note. — The drainage area for tliis station would be mislcaling hence no computations involving the area are No. 2.5c. ^5 J 62 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 SOUTH SASKATCHEWAN RIVER AT MEDICINE HAT. This station was established May 31, 1911, bv H. R. Carseallen. It is located at the traffic bridge in the city of Medicine Hat on the N.W. % Sec. 31, Tp. 12, Rge. 5, W. 4th Mer. The bridge is a five-span structure supported by concrete abutments and piers. On September 27, 1913, a chain gauge was installed on the traffic bridge crossing this river. The gauge box is fixed to the sidewalk of the downstream side of the bridge, and is situated at the middle of the second span from the right bank. The zero of the gauge (elev. 79.78) is referred to a permanent iron bench mark (assumed elev. 100.00), situated on the right bank at the Canadian Paciffic Railway bridge, 500 feet upstream. The length of gauge chain from marker to bottom of weight is 40.85 feet. The channel is straight for about 600 yards above and below the station. The current is moderate and uniform, except in the vicinity of the piers. At these points eddies, and in some cases stretches of backwater, occur, making it difficult to obtain the mean velocity. The banks are high and sandy and clear of undergrowth. The bed is composed of sand and gravel and is liable to shift at high stages of the stream. Open water measurements are made from the traffic bridge. The initial point for sound- ings is the stream face of the left or west abutment and is suitably marked on the handrail. During 1913, the gauge was read by B. H. Solomon, George J. Kroft, E. G. Hitchins and James Mowat. Discharge Measurements of South Saskatchewan River at Medicine Hat, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. 13 3-4 18 .5-6 . H. O. Brown Feet. 444.0 439.0 439.0 499.0 429.0 510.0 513.5 641.0 777.5 688.0 592.0 645.0 585.0 497.0 510.0 434.0 478 .Sq. ft. 2,596 2,579 2,581 2,472 2,515 4,031 3,639 5,290 6,998 5,742 4 310 5;ooo 4,203 3,329 3.-536 2,602 2,805 Ft. per sec. 0.42 0.82 0.78 1.38 0.89 2.11 1.92 3.04 4.10 3.28 2.57 3.24 2.66 1.73 1.98 0.88 0.72 Feet. 2.59 2.96 3.15 2.85 2.96 4.26 3 33 5.73 8.24 6.36 4.80 5.61 4.51 2.92 3.34 1.30 2.75 Sec.-ft. 1.197 Feb. do 2.106 Feb. do 2,085 Mar. do 1.789 Mar. 31 11 6 24 17 8 25 18 do 2.244 April F. R. Steinberger do ■. 9.618 6.974 May do 16.083 do 28.726 July do 18,871 July do ... 11,884 Aug. do 16,185 Sept. 9 27-29 18 18 do 11.187 Sept. do 3.774 Oct. do 6.983 Nov. R. Palmer 2.290 Dec. 23 do 2.006 SOUTH SASKATCHEWAX DRAIXAGE BASIN SESSIONAL PAPER No. 25c 63 Daily Gauge Height and Discharge of South. Saskatchewan River at Medicine Hat, for 1913. January 1 Gauge i Height. Dis- charge. February- Gauge I Dis- Height.i charge. March Gauge Height. Dis- charge. April Gauge Height. Dis- charge, May June Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. Feet 2.37 2.35 2.62 2.75 2.52 2.55 2.50 2.80 2.85 2.90 2.60 2.68 2.56 2.59 2.55 2.65 2.65 2.70 2.78 2.65 2.63 2.71 2.67 2.73 2.79 Sec.-ft. Feet I Sec-ft.. a 2.175 2.230 2,100 1,875 1,550 1,380 1,455 1.710 1,750 1.740 1,620 1,350 1,195 1.030 1,180 1,510 1,900 2.335 2.90 2,370 2.93 2,350 2.85 2,300 2.87 2,210 2.70 2,145 2.76 2,125 2.94 2.95 2.96 3.05 3.06 3.05 3.05 3.05 3.07 3.05 3.09 3.09 3.05 1.160 3:05 1,150 3.00 1,145 3.02 1,130 3.05 1,085 3.15 975 3.11 980 3.07 3.09 3.30 3.32 3.40 3.05 3.00 2.97 2.95 2,130 2,125 2.105 2,110 1,730 1,680 1,650 1,640 1,650 1,675 1,750 1,840 1,900 1,935 1.980 2,090 1,975 2,025 2,050 2,115 2,225 2,310 2,350 2,370 2.370 2,280 2.175 2,125 Feet 3.20 3.00 3.10 3.09 2.87 2.95 2.99 3.05 3.20 3.30 3.40 3.70 4.15 4.60 4.45 4.06 4.06 3.84 3.63 3.45 3.30 3.24 2.99 2.94 2.85 2.71 2.65 2.76 3.00 3.03 3.07 Sec.-ft. 1.885 1,900 1,940 1,830 1,800 1,790 1,705 1,660 1,670 1,750 2,010 2,165 2,260 2,370 2,485 2,540 2,550 2,535 2,465 2,380 2,310 2,245 2,140 2,015 1,885 1,815 1.775 1,805 1,860 2,050 2,240 Feet 3.42 Sec.-ft. 2,300 2,345 2,380 2,415 2,420 3.03 2,380 2.96 I 2,380 2.94& 2,435 3.97 c 8,744 3.86 I 8,396 3.83 4.44 5.18 4.93 5.46 5.73 5.19 5.19 5.07 4.85 4.74 4.94 5.08 5.02 4.74 4.37 4.14 3.98 3.88 3.93 8,616 10,368 13,372 12,296 14,652 15,960 13,416 13,416 12,891 11,883 11,520 12,338 12,934 12,676 11,520 10,112 9,306 8,776 8,458 8,616 Feet 3.38 3.30 3.26 3.20 3.16 Sec.-ft. 8,303 7,970 7.396 7.018 7.070 7,016 6,800 6,692 6,530 6,422 3.24 6,638 3.34 6,908 3.40 7,070 3.60 7,620 4.30 6,810 4.74 11,520 5.31 13,956 5.09 12,977 5.03 12,719 5.03 12.719 5.15 13,240 5.00 12,590 4.79 11,720 4.78 11,680 5.29 13,865 5.97 17.177 6.59 20.339 7.18 23.348 8.00 27.530 8.67 30.847 8.93 32.273 Feet 9.06 9.09 9.25 9.35 9.32 9.18 9.02 8.85 8.72 8.65 9.00 9.15 9.26 9.20 8.92 8.73 8.48 7.88 7.50 7.62 7.35 7.42 7.60 7.55 7.29 7.19 7.15 7.86 8.43 8.97 Sec.-ft. 32,936 33,089 33,905 34,415 34,262 33,548 32,732 31,865 31,202 30,845 32.630 33,395 33,956 33,650 32,222 31,253 29,978 26,918 24,980 25,592 24,215 24,572 25,490 25,235 23,909 23,399 23,195 26,816 29,723 32,477 a to b Ice conditions. c Stream clear of ice. 64 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of South Saskatchewan River at Medicine Hat for 1^1^.— {Concluded) July August September October November December Day Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet 8.80 8.41 8.11 7.90 7.53 7.24 6.92 6.60 6.32 6.16 6.17 6.04 5.85 5.86 5.77 5.62 5.39 5.16 4.94 4.68 4.53 4.44 4.42 4.45 4.70 5.00 4.96 4.96 5.00 4.90 4.96 Sec.-ft. 31,610 29.621 28.091 27.020 25,133 23,654 22.022 20,390 18,962 18,146 18,197 17,534 16,565 16,616 16,160 15,418 14,324 13,284 12,338 11,282 10,704 10.368 10,294 10,405 11,360 12.590 12.422 12.422 12.590 12,170 12,422 Feet 4.81 4.99 4.78 4.54 4.43 4.42 4.62 4.62 4.59-1 Sec.-ft. 11.801 12.548 11.680 10.742 10.331 10,294 11.048 11.048 10.9.'?2 Feet 4.06 4.36 4.34 4.46 4.39 4.26 4.13 4.15 4.46 4.41 4.21 4.04 3.95 3.85 3.64 3.35 3.16 2.93 2.85 2.82 2.78 2.77 2.81 2.90 2.87 2.81 2.86 2.92 2.82 2.74 Sec.-ft. 9,038 10,076 10,004 10,442 10.184 9.720 9,272 9,340 10,442 10,257 9,545 8,972 8,680 8,365 7.736 6.935 6,422 5,801 5,595 5,520 5,422 5,398 5,495 5,720 5,645 5.495 5.620 5.774 5.520 5,326 Feet 2.68 2.65 2.72 2.74 2.78 2.72 2.74 2.78 2.77 2.76 2.75 2.73 2.71 2.74 2.74 2.83 3.24 3.38 3.36 3.24 3.17 3.08 3.67 3.14 2.86 2.86 3.76 3.22 2.98 2.88 2.70 Sec.-ft. 5,184 5,115 5,278 5,326 5,422 5,278 5,326 5,422 5,398 5,374 5,350 5,302 5,254 5,326 5,326 5,545 6,638 7,016 6,962 6,638 6,449 6,206 7,823 6,368 5.620 5.620 8.090 6.584 5.936 5,670 5,230 Feet 2.75 2.80 2.76 2.60 2.55 2.72 2.62 2.57 2.58 2.50 2.54 2.50 2.32 2.45 2.19 1.78 1.32 2.08 2.64 2.54 2.65 2.65 2.80 2.70d 2.55(i 2.40(i 2.25 2.02 2.18 2.15 Sec.-ft. 5.350 5.470 5,374 5,000 4,908 5.278 5.046 4.931 4.954 4,770 4,862 4,770 4,364 4,655 4,078 3,208 2,242 3,838 5,092 4,862 5,115 5,115 5,470 5,230 4.885 4.570 4.210 3.712 4,056 3,990 Feet 2.28 2.48 3.65 4.25 5.15 4.35 2.74 2.75 2.88 2.75 2.60 2.74 2.92 3.43 3.48 3.50 3.52 3.50 3.48 3.50 2.74 2.75 2.80 2.60 2.45 2.55 2.75 2.40 2.87 2.20 Sec.-ft. e 4,020 4 050 2 3 4.070 4 4 060 5 4 030 6 3,990 7 3,930 8 3,800 9 3,700 10 4.55 10.780 3,650 11 4.71 5.61 6.51 6.12 5.76 5.73 5.84 5.77 5.45 5.15 5.28 4.90 4.73 4.53 4.34 4.14 4.07 3.99 4.01 3.96 3.95 11.400 15.369 19.931 17.942 16.110 15.960 16.514 16.160 14,605 13,240 13,820 12,170 11,480 10,704 10,004 9,306 9,071 8,808 8.873 8,712 8,680 3,650 12 3,720 13 3,770 14 3,770 15 3,720 16 3,600 17 3,450 18 3,200 19 2,800 20 2,450 21 2,250 23 2,100 23 2.010 24 1,980 26 1.960 26 1,930 27 1,920 28 2,000 29 2,220 30 2,420 31 / 2, 100 d Interpolated. etof Ice conditions. Monthly Discharge of South Saskatchewan River at Medicine Hat, for 1913. (Drainage area, 20,870 square miles). DiSCHARGK IN Second- Feet. Run-Off. Month. Maximum. Minimum. Mean Per square MUe. Depth in inches on Drainage Area. Total in Acre-feet. 2.370 2,370 2.550 15.960 32,273 34,415 31.160 19.931 10.442 8.090 5.470 4.070 975 1.640 1.660 2.300 6.422 23.195 10.294 8.680 5.326 5.115 2.242 1.920 1.652 2,013 2.059 8.977 12,412 29.747 16.907 12,260 7.592 5.873 4.647 3,117 0.079 0.096 0.099 0.425 0.595 1.42 0.810 0.587 0.364 0.281 0.223 0.149 0.091 0,100 0.114 0.474 0.686 1.58 0.934 0.677 0.400 0.324 0.249 0.172 101.576 February 111.793 126.599 535 170 May 763.184 1.770.073 July 1,039,574 753,840 451,758 361.114 276.517 December 191,660 The year 5.807 6,482 858 RED DEER RIVER DRAINAGE BASIN 65 SESSIONAL PAPER No. 25c RED DEER RIVER DRAINAGE BASIN. General Description. Red Deer River rises in the Sawback Range of the Rockies in the Northern portion of the Rocky Mountain Park, near the boundary between the Provinces of Alberta and British Columbia. It flows eastward for about 40 miles, then northeastward for 70 or SQ miles to a point near Red Deer, Alberta. From here the river flows in a southeasterly and easterly direction to its junction with the South Saskatchewan River just east of the Fourth Meridain, in Tp. 22, R?e. 28, W. 3rd Aler. It has a length of approximately 400 miles. The vaUev of the Red Deer is wide and deep, the banks being very rough and cut up with a large number of deep coulees, draining into the river. Near its source the basin is well timbered and a good growth of timber is found along its banks for some distance out into the prairie. Seams of coal, well suited for domestic use, are found in the valley and form the principal source of fuel supply for the settlers along the stream in the prairie section. The river carries a considerable supply of water at all times of the year, but the volume is subject to sudden variations, due to the melting of snow in the mountains and to heavy summer rains. Of the tributaries of the Red Deer, the most important are Panther River, near its head, Little Red Deer, entering in Tp. 36, Rge. 1, W. 5th Mer., and Rosebud River, emptying into it in Tp. 28, Rge. 19, W. 4th Mer. In addition, there are innumerable small streams draining into the main river in the western portion of the basin. From the mouth of the Rosebud River eastward there is very little drainage into the river. Verv' little water is taken from the Red Deer and its branches for irrigation purposes. There are only a few small schemes on some of the smaller tributaries. The land along the vallev, though lacking moisture, is extremely fertile, and with the help of irrigation much of it might be cultivated and line crops produced. The irrigation of the bench land from the river would be difficult on account of the small fall in the river, the depth of the valley, and the rolling nature of the lands in the drainage basin. Very httle hydrographic work has been done in this basin as yet. A gauging station was established on the Red Deer River near Innisfail, in 1910, but an observer could not be secu- red and only periodic discharge measurements have been secured at this station. In the Fall of 1911, another gauging station was established at the town of Red Deer, and conti- nuous records have been obtained since then. Of the tributaries of Red Deer River, Berry and Blood Indian Creeks are the only ones that have been given any attention. These small creeks, which drain into the river in the prairie section, have a few small irrigation rights registered against them and gauging stations were established on them in 1911, but o\ving to the high cost of obtaining data they were abandoned in 1913. RED DEER RIVER AT RED DEER. This station was estabhshed December 2, 1911, by .J. E. Degnan. It is located at the traffic bridge in the town of Red Deer, on the S.E. % Sec. 20, Tp. 38, Rge. 27, W. 4th Mer. The gauge, which is of the standard chain type, is fixed to the floor of the bridge at a point about the middl ' of the north span, on the upstream side of the bridge. The length of the chain from the bottom of the weight to the marker is 29.52 feet. The zero of the gauge (elev. 84.40) is referred to two bench marks on the northwest face of the north abutment at assumed elevations 100.00 and 95.00. The stream flows in one channel at all stages. This channel is straight for about 600 feet above and 1,300 feet below the gauge. At very high stagjs the river may overflow the right bank, but not the left, as it is high and steep. The bed of the stream is composed of gravel, but it is firm and not liable to shift. Discharge measurements are made from the downstream side of the bridge during the open season. The initial point for soundings is a point near the north end of the bridge and is marked on the handrail of the bridge. During 1913, the gauge was read by C. H. Snell. 66 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Discharge Measurements of Red Deer River at Red Deer, in 1913 Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge . Jan. 14 Jan. 30 Feb. 22 Mar. 25 April 17 May 5 . May 9 May 28 June 18 July 16 July 26 Aug. 7 Aug. 19 Sept. 8 Sept. 18 Sept. 26 Oct. 27 Dec. 6 Dec. 15 Dec. 27 F. R. Burfield . . . do V. Meek do do G. R. Elliott. . . . V. Meek J. S. Wright G. J. Smith P. H. Daniells. . . do do do do .... do do F. R. Steinberger J. S. Tempest. . . do do Feel. 268 262 273 317 372 221 261 340 271 356 343 270 331 268 259 244 234 320 305 210 Sq. ft. 463 455 477 534 1,785 603 667 1,202 907 1,359 1,216 822 1„091 816 671 610 528 386 338 171 Ft. per sec. 0.935 0.830 0.796 0.860 4.610 2.260 2.300 3.230 2.840 3.700 3.820 3.420 3.070 2.670 2.590 2.100 1.730 1.075 1.150 0.600 Feet. 5.13 5.28 5.43 5.69 7.31 4.12 4.38 5.78 5.16 6.00 5.95 5.13 5.47 4.50 Sec.-ft. 432 377 398 408 8,235 1,367 1,534 3,878 2,580 5,031 4,649 2,815 3,350 2.180 1,543 1,284 913 415 388 103 Dailt Gaitge Height and Discharge of Red Deer River at Red Deer, for 1913. Day. January. Gauge Height. Dis- charge. 1 Feet. 5.10 5.01 4.96 5.03 5.00 5.01 4.92 4.96 5.04 4.99 5.08 5.14 5.09 5.18 5.18 5.22 5.22 5.26 5.28 5.28 5.22 5.24 5.25 5.25 5.24 5.21 5.20 5.22 5.27 5.29 5.34 Sec.-ft. a 435 433 430 421 414 416 420 415 412 412 414 417 425 432 436 435 433 430 420 414 414 418 425 427 425 420 408 395 386 377 373 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 February. Gauge Height. Dis- charge. Feet.. 532 536 539 535 540 539 535 534 534 534 I 534 I 536 i 539 I 542 540 I 540 545 545 545 547 548 543 547 547 536 550 550 556 Sec.-ft. 370 368 368 370 380 388 390 393 398 404 410 416 420 424 427 429 431 431 427 420 410 400 390 380 372 365 360 360 March. Gauge Height, Feet. 5.52 5.52 5.52 5.52 5.53 5.55 5.58 5.68 5.83 6.25 6.56 6.44 6.33 6.24 6.20 5.76 5.76 5.80 5.78 5.78 5.67 5.67 5.68 5.69 5.67 5.70 5.66 5.66 5.66 5.66 5.66 Dis- charge, Sec.-ft. 370 395 405 406 405 407 414 415 415 414 417 d421 424 424 423 420 413 404 395 392 391 393 395 400 406 412 416 420 425 430 440 April. Gauge Height. Feet. 5.69 5.70 5.80 5.94 6.33 7.17 8.34 8.85 17.06 16.56 16.30 7.07 7.69 7.78 7.92 7.65 7.15 6.50 6.42 6.14 5.04 5.63 5.25 4.90 4.69 4.52 4.43 4.41 4.28 4.21 Dis- charge. Sec.-ft. 460 485 515 565 600 1,500 b 2.000 3,000 4,000 5,000 6,000 c 7,467 9,477 9,774 10,236 9,345 7,720 5.750 5.526 4.794 4,280 3,532 2,765 2 210 1,917 1,704 1.603 1,581 1,438 1.361 May. June. Gauge Height, Feet. 4.16 4.12 4.16 4.20 4.20 4.20 4.23 4.35 4.46 4.56 5.35 7.21 7.52 7.69 7.52 6.99 6.64 6.62 6.38 6,07 5.91 5.87 5.93 5.94 5.79 5.76 5.85 5.76 5.94 6.09 5.75 Dis- charge. Sec.-ft. 1,306 1,262 1,306 1,350 1,350 1,350 1,383 1,515 1.636 1.752 2,950 7,912 8,916 9,477 8,916 7,219 6,150 6,090 5,418 4.612 4,205 4.108 4,255 4,280 3.916 3,844 4,060 3,844 4,280 4,664 3.820 Gauge Height. Feet. 6.08 6.11 5.89 5.78 5.6S 5.37 5.26 5.18 5.19 5.44 5.81 5.77 6,31 7.39 8.20 8.60 8.18 Dis- charge , Sec.-ft. 3.964 3,868 3.964 3.334 3.556 3,604 3,210 3.313 3,868 4.060 4,638 4,716 4,156 3,892 3,580 2,990 2,782 2.648 2.664 e3.130 5,700 6.075 5.450 4.040 3.975 5.400 8,720 11,850 13.500 fll.720 a to b Ice conditions. b to c Ice breaking up and going out. d Gauge height interpolated. e to f Shifting conditions. RED DEER RIVER DRAIXAGE BASIN SESSIONAL PAPER No. 25c 67 Daily Gauge Height axd Discharge of Red Deer River at Red Deer, for 1913. (Concluded.) Day. July. August. September. October. November. December. j Gauge Height. Dis- Gauge charge. Height. Fe':i. Sec.-ft. Feet. 1 1 7.98 2 1 7.83 3 7.38 4 6.94 5 6.60 6 6.28 7 6.05 8 5.98 9 5.82 10 5.76 11 5.64 12 5 . 60 13 5.60 14 5.92 15 6.08 16 6.03 17 6.03 18 6.02 19 6.12 20 6.10 21 5.98 22 6.02 23 ; 6.63 24 1 6.41 25 1 6.16 1 26 5.89 27 5.71 28 5.49 29 5.47 30 5.40 31 5.23 a 11.960 I 10,400 8,760 7,340 6,320 \ 5,440 4,980 I 4,650 I 4,260 I 4,120 3,820 3,700 3,710 4,500 4,940 4,820 64,840 4,774 4,996 4,950 4,688 4,774 6.201 5,675 5,088 4,499 4,130 3,702 3,666 3,540 3.251 5.07 5.07 5.07 5.05 5.13 5.01 5.11 5.16 5.24 6.33 6.14 5.79 5.72 5.99 5.92 Dis- I Gauge charge. ; Height, Sec.-ft Feel. 5.11 4.95 4.83 4.75 4.72 4.69 4.61 4.59 4.51 4.61 4.76 2,992 2,992 2,992 2.960 3,088 2.89() 3,056 3,136 3,268 5,482 5,042 4,290 4,150 4,709 4,562 4,394 3,834 3,594 3,666 3,438 3,056 2.800 2,608 2,485 2,440 4.79 4.80 4.69 4.54 4.50 5.04 4.66 4.51 4.43 4.43 4.35 4.25 4.19 4.13 4.11 4.05 4.01 4.03 3.99 3.99 3.93 3.93 3.89 3.87 3.83 Dis- Gauge charge. Height, Sec.-ft. I Feet. 2,545 , 2,560 2,396 ' 2,192 2,140 2.944 ' 2,354 i 2,153 2,049 I 2,049 1.945 I 1,820 I 1,749 1,683 1,661 1,595 ' 1,551 1,573 1,529 1,529 1,463 1,463 1,419 1,397 1,353 3.84 3.86 3.85 3.91 3.87 3.87 3.85 3.83 3.80 3.79 3.72 3.65 3.65 3.62 3.65 3.62 3.63 3.61 Dis- Gauge charge. Height. Sec.-ft. 1,364 1,386 1.375 1.441 1,397 1,397 1,375 1,353 1,320 1,310 2,396 3.81 1,331 2,284 3.79 1,310 2,257 3.76 1.280 2,153 3.76 1,280 2,284 3.78 1,300 2,500 3.57 3.48 3.47 3.35 1.170 1.170 1,140 1.170 1.140 1,150 1,130 1,150 1,130 1,060 1,080 1,090 1,004 996 900 a loh Shifting conditions. c Discharge's interpolated. i to e Ice conditions. Feet. 3.36 3.47 3.47 3.44 3.45 3.44 3.38 3.40 3.02 4.92 4.90 4.87 5.19 5.11 5.12 4.94 4.92 Dis- Gauge Dis- charge. Height. 1 charge. Sec-ft. ! Feet. 1,290 3.46 1,270 3.50 1,280 3.32 1,310 3.23 1.331 3.13 1,240 3.30 892 940 1,080 1,030 1,040 908 996 996 972 980 1,020 876 804 724 860 972 924 940 640 c640 c630 .on Sec.-ft. 56 56 56 45 40 38 38 43 48 61 84 88 87 84 92 90 100 94 83 58 63 Feet. 2.14 2.24 2.26 2.30 2.26 2.32 2.26 2.28 2.19 2.25 2.26 2.40 2.30 2.27 2.17 2.16 2.05 2.01 2.00 1.90 1.90 1.90 1.92 1.95 1,96 2.09 2.10 2.09 2.10 2.10 2.10 Sec.-ft. 81 96 100 106 100 109 100 103 ■ 88 98 100 122 106 101 86 84 70 64 63 52 52 52 54 58 59 74 76 74 76 76 76 Feet. 1.88 1.91 1.88 1.86 1.84 1.78 1.52 1.30 1.22 1.16 1.14 1.46 1.68 1.82 1.82 1.78 1.78 1.78 1.70 1.68 1.64 1.58 1.56 1.58 1.55 1.54 Sec.-ft. 50.0 48.0 92.0 76.0 76.0 53.0 50.0 48.0 46.0 41.0 22.0 10.1 7.1 5.1 15.4 18.2 33.0 45.0 45.0 41.0 41.0 41.0 34.0 33.0 30.0 26.0 24.0 25.0 24.0 23.0 Feet. 1.53 1.55 1.48 1.46 1.88 1.36 1.28 1.06 1.05 1.03 1.07 1.15 1.20 1.18 1.18 1.20 1.22 1.22 1.24 1.24 1.24 1.26 1.30 1.30 1.30 1.28 1.25 1.25 1.27 1.27 1.28 Ser.-ft. 22.0 24.0 19.3 18.2 50.0 12.9 9.3 2.2 2.0 1.4 2.5 4.8 6.3 5.8 5.8 6.3 7.1 7.1 7.8 7.8 7.8 8.6 10.1 10.1 10.1 Feet. 1.26 1.27 1.28 1.27 1.27 1.25 1.26 1.26 1.25 1.25 1.26 1.25 1.26 1.26 1.25 1.25 1.25 1.26 1.25 1.25 1.26 1.25 1.25 1.25 1.23 1.23 1.22 1.22 1.20 1.20 Sec.-ft.' 8.6 , 9.0 I 9.3 9.0 9.0 I 8.2 j 8.6 I 8.6 8.2 8.2 8.6 8.2 8.6 8.6 I 8.2 I I 8.2 1 8.2 I 8.6 I 8.2 8.2 I 8.6 8.2 8.2 8.2 7.4 7.4 7.1 7.1 6.3 6.3 Feet. 1.20 1.18 1.16 1.16 1.16 1.15 1.15 1.15 1.13 1.14 1.13 1.12 1.12 1.11 1.10 1.10 1.09 1.09 1.09 1.08 1.08 Sec.-ft. 6.3 5.8 5.1 5.1 5.1 4.8 4.8 4.8 4.8 4.8 4.8 4.1 4.1 4.1 4.1 4.1 4.06 4.0 3.9 3.9 3.9 3.8 3.8 3.8 3.7 3.5 3 5b a No observer before July 11. b Ice conditions Dec. 17 to 31: discharge approximate. No. 25c.— 6^ 78 STREAM MEASUREMENTS, 191S 4 GEORGE v., A. 1914 Monthly Discharge of Louise Creek near Laggan, for 1913. (Drainage area 9 square miles). Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. July (11 to 31) 100 122 92 50 9.3 6.3 • 38 52 5.1 14 6.3 3.5 66.9 82.5 37.4 10.4' 8.17 4.29 ■ 7.43 9.17 4.15 1.16 0.908 0.476 5.80 10.57 4.63 1.34 1.01 0.55 2.787 5,073 2,226 640 August September November December ... . • 486 264 The period 23.90 11.476 FORTYMILE CREEK NEAR BANFF. This station was established July 31, 1912, by H. C. Ritchie. It is located at the traffic bridge, on the S.W. % Sec.2, Tp. 26 Rge. 12, W. 5th Mer., on the trail leading from Banff to Castle. It is about a quarter of a mile from the Canadian Pacific Railway depot in Banff and about a mile from the mouth of the creek. The gauge, which is a plain staff graduated to feet and hundredths, is driven into the bed of the stream near the left bank, four feet upstream from the bridge, and stayed to two trees. It is referred to a bench mark on the right abutment of the bridge, elevation 8.94 above the zero of the gauge. The channel is straight for about 50 feet above and 100 feet below the station. Both banks are high and wooded and not liable to overflow. The bed of the stream is of clean sand and gravel and not Ukely to shift. Discharge measurements are made from the lower side of the bridge with a current meter and cable. The initial point for soundings is at the left abutment and is marked with a knife cut on the handrail. During 1913, the gauge was read by J. Anderson who lives 500 feet distant. Discharge Measurements of Fortymile Creek at Banff, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. Jan. 21 30 17 H. C. Ritchie Feel. 26.0 24.5 26.0 25.0 26.0 26.0 27.5 32.5 32.5 32.5 32.5 31.5 32.5 29.0 28.5 28.0 27.0 27.0 26.5 25.5 25.0 Sq. ft. 33.1 40.7 35.0 43.7 42.8 38.2 46.2 132.0 108.0 109.9 73.1 67.8 78.8 58.6 56.9 59.0 54.1 46.6 42.0 35.8 36.2 Ft. per sec. 0.67 0.66 0.82 0.48 0.47 0.77 1.17 2.59 2.20 2.15 1.67 1.60 1.64 1.41 1.42 1.20 1.05 1.19 0.96 0 90 0 93 Feel. 3.65 2.84 2.55 2.89 2.90 2.47 2.89 5.56 4.75 4.85 3.73 3.59 3.94 3.38 3.30 3.29 3.12 3.05 2.77 2.65 2.64 .Sec.-fl. 22.0 Tan. do 27.0 Feb. do 29 0 Mar. 3 do 21 0 Mar. 29 do .... 19 8 April 13 do 29 0 April 26 do 54 0 May 31 H. B. R. Thompson. 343 0 June 19 H. C. Ritchie. . 238 0 June 30 do 236 0 July 18 do 122 0 Aug. 1 do 109 0 Aug. 12 do 129 0 Sept. 4 do 82 0 Sept. 26 do 80 0 Oct. 4 G. R. Elliott. . . 71 0 Oct. 21 do 57 0 Nov. 8 H. C. Ritchie... 56 0 Nov. 15 do .... 40 0 Nov. 29 do 32.0 Dec. 16 do 34 0 BOW RIVER DRAINAGE BASIN 79 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Fortymile Creek, at Banff, for 1913. Day. January February. March. April. May. June. Gauge Dis- Gauge Dis- Gauge Dis- Gauge Dis- Gauge Dis- Gauge Dis- Height. charge. Height. charge. Height. charge. Height. charge. Height. charge. Height. charge . Feet. Sec.-fl. Feel. Sec.-fl. Feel. Sec.-ft. Feet. Sec.-fl. Feel. Sec.-fl. Feet. Sec.-fl. 3.30 44& 2.60 28.0 2.98 19.5 2.48a 23 2.94 49 6.11 426 2.72 41 2.68 27.0 3.10 20.0 2.48 23 2.81 42 6.14 430 2.75 41 3.40 26.0 2.75 21.0 2.48 23 2.79 42 6.18 436 3.30 43 2.85 23.0 2.70 24.0 2.48 23 2.76 40 6.21 440 3.05 35 3.00 23.0 2.68 24.0 2.48 23 2.72 39 5.91 396 2.85 34 3.12 24.0 2.65 24.0 2.48 24 2.75 40 5.72 367 2.98 32 3.17 24.0 2.60 24.0 2.48 24 2.79 42 6.11 426 3.10 32 3.30 24.0 2.55 24.0 2.48 24 2.67 37 6.21 440 3.20 33 3.38 25.0 2.55 24.0 2.48 24 2.64 36 6.31 456 3.25 29 3.38 27.0 2.55 23.0 2.48 25 2.94 49 6.42 472 3.46 26 3.35 25.0 2.55 23.0 2.48a 256 2.98 52 6.55 492 3.60 26 3.60 27.0 2.60 23.0 2.47 29 2.94 49 6.98 556 3.72 25 3.32 28.0 2.65 22.0 2.69 37 2.98 52 6.33 458 3.70 25 2.70 29.0 2.58 21.0 2.65 36 2.94 49 6.11 426 3.76 27 2.65 30.0 2.55 21.0 2.72 39 2.92 48 5.72 367 3.80 25 2.65 29.0 2.55 22.0 2.81 42 3.21 67 5.24 297 3.80 24 2.63 29.0 3.05 19.2 2.82 43 3.01 54 5.11 278 3.80 22 3.12 33.0 3.25 18.2 2.84 44 3.14 62 4.98 260 3.72 21 3.05 32.0 3.15 17.5 2.91 48 3.26 70 4.82 • 240 3.65 22 2.60 27.0 3.20a 17.0 3.02 54 3.12 60 5.55 342 3.57 22 2.65 27.0 3.25 17.5 3.14 62 3.02 54 5.12 280 3.40 24 2.65 21.0 3.30 17.7 3.04 55 2.92 48 5.24 297 3.25 21 2.63 23.0 3.35 17.9 2.94 49 3.40 81 4.92 253 3.15 26 2,68 19.0 3.40a 18.0 2.85 44 3.60 99 5.91 396 2.95 27 2.75 18.0 3.50 18.0 2.82 43 4.12 153 5.42 322 2.75 28 2.88 18.2 3.45 18.5 2.86 45 4.42 188 5.65 356 2.68 27 2.95 18.5 3.45 19.0 2.84 44 4.61 212 5.32 308 2.65 29 2.98 19.0 3.15 19.4 2.92 48 4.83 241 5.12 280 2.65 28 27 28 2.65 2.50 2.48 19.8 20.0 21.0 2.87 2.74 46 40 4.92 5.12 !^ 55 253 280 342 4.92 4.85 2.53 2.64 244 2 64 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. Gauge height interpolated March 20 to 24 and April 1 to 11. Ice conditions Jan. 1 to April 11. 80 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Fortymile Creek at Banff, for 1913. — Concluded. July. August. September. October. November. December. D.a,Y. Gauge Dis- Gauge Dis- Gauge Dis- Gauge Dis- Gauge Dis- Gauge Dis- Height. charge. Height. charge. Height. charge. Height. charge. Height. charge. Height. charge. Feet. Sec.-fl. Feel. Sec.-ft. Feet. Sec.-fl. Feel. Sec.-fl. Feel. Sec.-ft. Feel. Sec.-fl. 1 4.82 240 3.59 98 3.49 89 3.33 75 3.05 56 2.66 36 2 5.32 308 3.58 97 3.47 87 3.32 75 3.05 56 2,66- 36 3 4.92 4.87 253 246 3.56 3.52 95 92 3.40 3.80 81 119 3.31 3.30 74 73 3.05 3.01 56 54 2.66 2.66 36 4 36 5 4.62 214 3.51 91 3.98 138 3.34 76 2.98 52 2.66 36 6 . 4.32 176 3.49 89 3.92 131 3.36 78 2.97 51 2.67 37 7 4.21 163 3.47 87 3.89 128 3.35 77 2.96 51 2.67 37 8 4.35 4.38 180 184 3.52 3.87 92 126 3.85 3.81 124 120 3.33 3.32 75 75 2.95 2.92 50 48 2.67 2.66 37 9 36 10 4.45 192 3.90 129 3.78 117 3.32 75 2.91 48 2.66 36 11 4.31 175 3.95 135 3.75 114 3.29 72 2.89 46 2.66 36 12 4.23 166 4.05 146 3.67 106 3.28 72 2.85 44 2.65 36 13 4.21 163 4.20 162 3.61 100 3.27 71 2.83 43 2.65 36 14 4.12 153 4.32 176 3.58 97 3.26 70 2.81 42 2.65 36 15 4.02 142 4.34 179 3.56 95 3.24 69 2.77 41 2.65 36 16 3.98 3.96 138 136 4.29 4.11 173 152 3.52 3.49 92 89 3.23 3.20 68 66 2.76 2.76 40 40 2.65 2.65 356 17 35 18 3.91 130 4.02 142 3.57 96 3.10 59 2.76 40 2.65 34 19 3.82 121 3.98 138 3.55 94 2.99 52 2.75 40 2.55 33 20 3.81 120 3.94 133 3.52 92 2.98 52 2.74 40 2.45 32 21 3.80 119 3.89 128 3.50 90 3.05 56 2.73 39 2.65 31 22 4.12 153 3.82 121 3.48 88 3.04 55 2.72 39 2.29 30 23 4.32 176 3.79 118 3.46 86 3.03 55 2.72 39 2.19 28 24 4.39 185 3.73 112 3.43 84 3.09 58 2.71 38 2.09 26 25 4.04 144 3.71 110 3.41 82 3.08 58 2.71 38 2.09 26 26 3.98 138 3.69 108 3.39 80 3.08 58 2.70 38 2.09 26 27 3.95 134 3.68 107 3.37 79 3.07 57 2.68 37 2.13 27 28 3.92 131 3.61 100 3.36 78 3.06 57 2.66 36 2.19 27 29 3.89 128 3.58 97 3.35 77 3.05 56 2.65 36 2.19 27 30 3.78 117 3.55 94 3.34 76 3.05 56 2.65 36 2.13 26 31 3.62 101 3.51 91 3.04 55 2.65 38 2.09 25b b Ice conditions Dec. 16 to 31. Monthly Discharge of Fortymile Creek at Banff, for 1913. (Drainage area 58 square miles). ' Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. 44 33 24 62 342 556 308 179 138 78 56 37 21 18.0 17.0 23 36 244 101 87 76 52 36 25 28.8 25.1 20.6 37.0 94.5 366 0.496 0.432 0.355 0.638 1.63 6.31 0.57 0.45 0.41 1.771 1.394 March 1.267 0.71 1 2.202 1.88 1 5.811 7.04 t 21.779 July 165 2.84 3.27 10.145 August. . . 120 97.6 65.3 43.8 2.07 1.68 1.12 0.755 2.39 1.87 1.29 0.84 7,378 5.808 October 4,015 November 2.606 32.6 1 0.562 1 0.65 2.004 The year 21.37 66.180 BOW RIVER DRAINAGE BASIN 81 SESSIONAL PAPER No. 25c BOW RIVER AT BANFF. This station was established Maj^ 25, 1909, by P. M. Sauder. It is located at the highway bridge in the \'illa;e of Banff, about one mile from the Canadian Pacific Railway Station. It is on the quartering line in the S. H See. 35, Tp. 25, Rge. 12, W. 5th Mer., and is about a mile above the mouth of Spray River, and a short distance below Vermilion lakes. The gauge, which is a plain staff graduated to feet and hundredths, is attached to the downstream side of the centre pier. The zero (elev. 92.36) is referred to a permanent iron bench mark (assumed elev. 100.00) situated on the right bank 40 feet east of the southern extremity of the bridge. The channel is straight for about 300 feet above and 400 feet below the station. Both banks are low and are partly covered with brush and timber, but are not liable to overflow The bed is composed of gravel and boulders. There is a deep hole near the right bank, part of which is backwater at low stages. The current is sluggish above the station but increases in velocity until rapids are reached about 300 feet below. Bridge piers divide the stream into four channels. Discharge measurements are made from the downstream side of the bridge. _ The initial point for soundings is one and a half feet from the noith end of the bridge; distances are marked on the bottom chord of the downstream side of the bridge at five foot intervals. During 1913, the gauge was read by N. B. Sanson, Meteorological Observer at Banff. Discharge Measurements of Bow River at Banff, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. 14 H. C. Ritchie Feet. 56.0 57.0 56.0 56.0 54.0 53.0 54.0 197.0 123.0 234.5 318.5 319.5 319.0 308.0 315.5 313.0 311.0 299.0 267.0 253.0 246.0 200.0 125.0 125.0 88.0 64.0 Sq. ft. 155 146 137 157 150 152 148 498 513 734 1.444 1.438 1,349 1.080 1.254 1.201 1.109 944 850 815 728 639 539 519 215 178 Ft. per sec. 2.22 2.38 2.17 1.76 1.88 1.73 1.71 1.95 0.98 1.29 3.56 3.42 3.20 2.26 3.04 2.66 2.30 1.84 1.41 1.25 1.10 1.05 1.12 0.76 2.21 1.97 Feet. 0.65 0.85 0.47 0.23 0.18 0.19 0.12 1.26 0.40 1.11 3.40 3.61 3.25 2.45 2.92 2.69 2.46 1.95 1.60 1.42 1.24 1.00 0.84 0.67 0.70 0.51 Sec.-ft. 345 29 do 347 Feb. 12 . do 297 Feb. 24 10 25 7 21 2 19 30 21 7 do 276 Mar. do 283 Mar. do 263 do 253 do 970 May do 504 May do 945 May H. C. Ritchie and H. B. R. Thompson H. C. Ritchie 5,136 4,988 July do 4,321 July 17 do 2.439 July 29 16 8 do 3,815 do 3,194 Sept. do 2.549 Sept. 22 do 1.740 Oct. 6 11 27 G. R. Elliott 1,198 Oct. do 1,019 Oct. H. C. Ritchie 799 Nov. 8 do 674 Nov. 20 do 602 Dec. 1 do 413 Dec. 13 do 476 Dec. 27 do 351 82 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Bow River, at Banff, for 1913. January February. March. April. May. June. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge . 1 . . . ; Feet. 0.69 0.69 0.73 0.59 0.50a 0.33 0.66 0.67 0.63 0.58 0.56 0.58o 0.59 0.65 0.66 0.69 0.73 0.74 0.75a 0.77 0.78 0.77 0.80 0.82 0.86 0.85a 0.84 0.79 0.64 0.54 0.53 Sec.-fl. 3236 323 , 328 311 300 280 319 320 316 310 307 310 311 318 319 323 328 329 330 332 334 332 336 338 343 342 341 335 317 305 304 Feet. 0.52 0.46o 0.40 0.31 0.32 0.35 0.39 0.39 0.42a 0.46 0.45 0.47 0.52 0.51 0.43 0.37o 0.31 0.29 0.24 0.26 0.26 0.20 0.22a 0.23 0.25 0.14 0.12 0.14 Sec.-ft. 302 295 288 277 278 282 284 287 290 295 294 296 302 301 292 284 277 275 269 271 271 264 266 268 270 257 254 257 Feet. 0.16 0.15a 0.13 0.19 0.17 0.17 0.16 0.19 0.17a 0.15 0.17 0.12 0.08 0.11 0.12 0.00 0.08k 0.20k 0.02k 0.08 O.lOa 0.12a 0.14a 0.16a 0.17 0.20 0.24 0.29 0.24 0.20 0.17 Sec.-ft. 259 258 256 263 260 260 259 263 260 258 260 254 250 253 254 240 230 216 238 250 252 254 257 259 260 264 269 275 269 264 260 Feet. 0.12 0.11 O.Oln 0.07 0.07 0.10a 0.12 0.02 0.02 0.06 0.13 0.18 0.33 0.46 0.60 0.67 0.73 0.77 0.93 1.16 1.29 1.04 0.84 0.77 0.66 0.65 0.64 ■ 0.58 0.48 0.43 Sec.-ft. 254 253 239 248 248 252 254 242 2426 251 261 271 317 372 440 478 511 533 630 790 896 703 574 533 473 468 462 430 381 358 Feet. 0.41 0.38 0.38 0.25 0.28 0.27 0.27 0.29 0.40a 0.51 0.88 0.93 0.94 0.96 0.96 0.95 1.09 1.14 1.10 1.24 1.54 1.64 1.74 2.09 2.28 2.48 2.68 3.13 3.45 3.40 3.65 Sec.-ft. 350 337 337 290 299 296 296 302 345 395 598 630 636 649 649 642 738 775 745 854 1.130 1,234 1,348 1,839 2.182 2.588 3.034 4,181 5.045 4,910 5,585 Feet. 3.85 3.87 3.84 3.95 3.86 3.60 3.61 3.97 4.25 4.51 4.62 4.42 4.22 4.09 3.64 3.35 3.03 2.99 3.14 3.72 3.68 3.32 3.30 3.36 3.46 3.42 3.25 3.14 3.25* 3.24 Sec.-ft. 6.125 2 6,179 3 6,098 4 6,395 6.152 6 7 5,450 5,477 8 6,449 9 7,205 10 7,907 11 8,204 12 7,664 13 7.124 14 6,773 15 1 5,558 16 4,775 17 3,911 18 3,804 19 4,208 20 21 5,774 5,666 22 4,694 23 4,640 24 4,802 25 5,072 26 4,964 27 4,505 28 4,208 29 4,451 30 4,478 31 8 Gauge height interpolated. n Negative gauge height. b Ice conditions Jan. 1 to April 9. Plate Xo. 0 ^:f-,^,>-:ui<.;c.:?^,.s^. Gauging Station on Bow River at Banff, Alberta, in Winter. Plate Xo. 10 Gauging Station on Forty-mile Creek at Baiil't'. Alherta. BOW RIVER DRAINAGE BASIN 83 SESSIONAL PAPER No. 25c Daily Gauge Height axd Discharge of Bow River, at Banff, for 1913. — Concluded. Day. July. August. September. October. November. December. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge . Feel. Sec.-ft. Feet. Sec.-ft. Feel. Sec.-ft. Feet. Sec.-ft. Feet. Sec.-ft. 'Feet. Sec.-ft 1 2 3 4 5 3.18 3.37 3.17 2.58 2.13 4,316 4,829 4,289 2,806 1.907 2.60 2.72 2.80 2.82 2.82 2,850 3,128 3.320 3.370 3,370 2.35 2.20 2.10 2.32 3.12 2320 2,030 1,855 2,260 4,154 1.70 1.70 1.77 1.74 1.64 1,300 1,300 1,384 1,348 1,234 1.39 0.79 0.94 1.03 1.05 982 544 636 696 710 0.67 0.46 0.47 0.44 0.38 478 372 376 363 337 6 2.13 3.18 3.24 3.12 3.16 1,907 4.316 4,478 4,154 4,262 2.87 2.88 2.97 2.98 2.94 3,495 3,520 3,752 3,778 3,674 2.81 2.58 2.43 2.45 2.44 3,345 2,808 2,483 2,525 2,504 1.62 1.55 1.51 1.46 1.44 1,212 1,140 1,100 1,052 1,033 1.05 1.05 1.00 0.97 1.01 710 710 675 655 682 0.05 0.52a 0.54 0.45 0.44 390 7 . . 400 8 410 9 367 10 363 11 12 13 14 15 3.20 2.96 2.78 2.75 2.60 4.370 3,726 3,272 3,200 2.850 2.84 2.92 3.26 3.07 2.88 3,420 3.622 4,532 4,019 3,520 2.17 2.21 2.16 2.16 2.06 1,977 2,049 1,960 1,960 1.791 1.42 1.45 1.57 1.59 1.51 1,014 1,043 1,160 1,180 1,100 0.92 0.90 1.32 0.58 0.77 623 610 923 430 533 0.54 0.64 0.60 0.64 0.60 410 462 440 462 440 16 17 18 19 20 2.51 2.39 2.39 2.48 2.68 2,652 2,400 2,400 2,588 3,034 2.70 2.54 2.56 2.56 2.40 3,080 2,718 2,762 2,762 2,420 1.98 1.95 2.08 2.07 1.97 1,666 1,622 1,823 1,807 1,652 1.45 1.37 1.37 1.35 1.31 1,043 968 968 950 914 0.93 0.90 0,89 0.77 0.84 630 610 592 533 574 0.56 0.45 0.42 0.35 0.25 420 367 354 325 290 21 22 23 24 25 2.87 3.16 3.21 3.19 3.19 3,495 4,262 4,397 4,343 4,343 2.32 2.30 2.30 2.42 2.45 2,260 2,220 2,220 2,462 2,525 1.91 1.95 1.87 1.82 1.78 1,564 1,622 1,511 1,446 1,396 1.28 1.27 1.25 1.31 1.24 888 879 862 914 854 0.62 0.27 0.63 0.81 0.84 451 296 456 556 574 0.40a 0.60 0.80 0.76 0.47 345 440 550 528 376 26 27 28 29 30 31 3.18 3.11 2.95 2.93 2.67 2.54 4,316 4,127 3,700 3,648 3,011 2,718 2.47 2.49 2.42 2.38 2.44 2.42 2,567 2,609 2,462 2,380 2,504 2,462 1.74 1.73 1.72 1.74 1.76 1,348 1,336 1,324 1,348 1,372 1.19 1.23 1.19 1.17 1.02 0.89 812 845 812 796 689 604 0.82 0.78 0.78 0.77 0.76 562 539 539 533 528 0.50 0.43 0.49 0.50 0.49 0.49 390 358 386 390 386 386 1 a Gauge height interpolated. Monthly Discharge of Bow River at Banff, for 1913. (Drainage area 836 square miles.) ' Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre- feet. January 343 302 275 896 5.585 8,204 4,829 4,532 4,154 1,384 982 550 280 254 216 239 290 3,804 1,907 2,220 1,324 604 296 290 321 280 256 412 1,395 5,624 3,552 3,025 2,028 1,013 603 399 0.384 0.335 0.306 0.492 1.67 6.72 4.24 3.62 2.42 1.21 0.721 0.477 0.44 0.35 0.35 19.738 15.550 March 15.741 0.55 24,516 May 1 92 85,770 7.50 334,650 July 4.89 218,400 August 4.17 ' 186.000 2.70 120,676 October 1.40 62.287 November , December 0.80 35,881 0.55 24.534 1.143.743 The year 25.62 84 STREAM MEASUREMENTS, 1913 SPRAY RIVER NEAR BANFF. 4 GEORGE v.. A. 1914 This station was established July 15, 1910, by J. C. Keith. It is located at a traffic bridge about one mile southeast of the village of Banff, on the N.W. % of Sec. 25, Tp. 25, Rge. 12, W. 5th Mer., and about 100 yards above the junction with Bow River. The gauge, which is of the standard chain type, is nailed to the dowTistream end of the left or west abutment of the bridge, and projects about five feet over the water. The length of the chain is 14.67 feet from bottom of weight to marker. The zero of the gauge (elev. 88.71) is referred to a permanent iron bench mark (assumed elev. 100.00), situated on the left bank 50 feet downstream from the bridge. The channel is straight for 75 feet above and 100 feet below the station. The right bank is low and may overflow at high stages of the stream. The left bank is steep and high. The bed is composed of coarse gravel and is not liable to shift. From the middle of the section to the right bank, the depth of water decreases at the lowest stages to barely sufficient to cover the gravel. The greatest depth is near the left bank. At the left bank there is a quantity of large rocks which interfers slightly with the accuracy of measurement. Discharge measurements are made from the downstream side of the bridge with current meter, cable and stay line. The initial point for soundings is the extreme west end of the bottom chord of the bridge. During 1913, the gauge was read by N. B. Sanson, Meteorological Observer, at Banff. Discharge Measurements of Spray River near Banff, in 1913. Date. Hydrographer. . Width. Area of Section. Mean. Velocity. Gauge Height. Discharge. Jan. Jan. Feb. 20 28 8 . . . H. C. Ritchie Feel. 31.0 31.0 31.5 31.0 32.5 32.5 32.5 38.5 38.0 119.5 119.5 118.0 118.0 118.0 118.0 115.0 114.0 112.0 77.5 42.5 42.5 37.5 28.0 Sq.ft. 115.2 95.5 97.0 87.0 91.0 106.0 75.0 77.3 73.5 259.0 274.2 198.0 241.0 231.0 228.0 156.0 124.0 108.0 S5.9 79.9 78.0 77.2 78.8 Ft. per sec. 1.74 1.93 1.47 1.62 1.66 1.29 2.00 3.22 3.15 5.24 5.62 4.85 4.10 5.24 5.26 4.14 3.76 3.90 3.59 3.73 3.61 3.60 2.36 Feel. 6.21 5.80 5.90 5.52 5.73 6.12 5.10 4.96 4.87 6.77 6.85 6.11 6.40 6.38 6.46 5.80 5.56 5.45 5.25 5.15 5.07 5.28 5.53 Sec.-ft. 200 do 184 do 142 Feb. 25 do 141 Mar 11 28 do 151 Mar. do do 136 8 150 25 do 249 May- 3 do do 232 28 1.358 30 do 1.543 July 19 . do 952 4 do 987 15 do 1,211 Sept. 6 do 1.198 Sept. 25 do 644 Oct. 7 G. R. Elliott 466 Oct. 23 . . H. C. Ritchie 422 6 do 345 19 do 298 29 . ... do 282 Dec. 12 do 278 Dec. 26 186 BOW RIVER DRAINAGE BASIX 85 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Spray River near Banff, for 1913. Day. January February. March. April. May. " June. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge 1 Dis- Height. charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 2 Feet. 5.56 5.72 5.74 5.55 5.48a 5.41 6.14 6.39 6.56 6.73 6.94 6.95a 6.96 6.93 6.73 6.76 7.02 6.51 6.35a 6.19 6.03 6.02 5.77 5.79 5.62 5.56a 5.50 5,77 5.64 5.57 5.70 Sec.-fl. 2206 221 222 216 212 210 214 217 214 214 206 207 209 212 206 205 204 202 201 200 198 198 190 190 186 178 176 184 180 180 182 Feet. 5.60 5.50a 5.42 5.22 5.10 5.20 5.34 5.72 6.20a 6.71 6.37 6.27 6.01 6.06 5.86 5.90a 5.95 5.67 6.02 5.76 5.59 5.50a 5.40a 5.31 5.16 5.71 5.70 5.55 Sec.-ft. 180 175 170 152 146 140 141 142 148 145 141 150 154 160 154 156 . 157 152 154 152 150 148 145 143 141 142 146 148 Feet. 5.50 5.55a 5.60 5.56 5.41 5.37 5.26 5.46 5.33a 5.20 5.73 5.35 5.16 5.23 5.26 5.20a 5.13 5.00 5.15 5.24 5.30a 5.40o 5.50a . 5.60a 5.66 5.45 5.47 6.01 5.69 5.50a 5.36 Sec.-ft. 151 154 156 156 158 154 152 156 150 149 151 154 148 149 152 150 146 143 140 137 136 137 138 139 138 138 137 . 136 140 146 144 Feet. 5.29 5.37 5.19 5.12 5.11 5,12a 5.14 4.96 5.15 5.16 5.10 5.03 5.08a 5.14 4.86 4.87 4.78 4.83 4.89 5.00a 6.09 5.06a 5.04 5.00 4.96 4.97 4.98 4.98 4.96 4.94 Sec.-ft. 143 144 146 147 147 146 147 150 152 152 154 156 160 166 171 178 186 194 202 212 222 234 2446 260 250 252 2.55 255 2.50 245 Feet. 4.92 4.90 4.86 4.85a 4.84 4.83 4.85 4.85 4.85 4.93 4.96a 4.99 5.02 5,05 5.06 5.09 5.09 5.10a 5.11 5.16 5.26 5.43 5. 65 5.90 6.10a 6.30 6.45 6.77 6,95 6.95 7.15 Sec.-ft. 240 235 227 225 223 221 225 225 225 242 250 258 266 275 278 287 287 290 293 308 341 408 515 655 790 945 1,078 1,432 1,685 1,685 1,985 Feet. 7.44 7.44 7.49 7.46 7.35 7.30a 7.23 7.40a 7.62 7.75 7.80 7.74 7.65 7.61 7.35a 7.08 6.81 6.77 6.98 7.37 7.28 7.10a 6.90 7.15 7.30 7.00 6.89 6.80 6,80a 6.79 Sec.-ft. 2,420 2,420 3 4 2,495 2,450 5 2,285 6 2,210 7 2,105 8 2,360 9 2,690 10 2,885 11 2,960 12 2,870 13 2,735 14 2,675 15 2,285 16 1,880 17 1,484 18 1,432 19 1,730 20 2,315 21 2,180 22 1,910 23 1,610 24 1,985 25 2,210 26 1,760 27 1,596 28 29 1,470 1,470 30 1,458 31 Gauge height interpolated. Ice conditions Jan. 1 to April 23. 86 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Spray River, near Banff, for 1913. — Concluded. Day July. August. September. October. November. December. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge 1 Feet. 6.89 6.81 6.69 6.61 6.65a 6.70a 6.73 6.60 6.50 6.53 6.50 6.40 6.30a 6.20a 6.10O 6.06 6.07 6.03 6.08 6.20 6.26 6.35 6.38 6.34 6.34 6.32 6.30 6.28 6.30 6.31 6.12 Sec.-fl. 1,596 1,484 1,333 1,242 1,288 1,345 1,382 1,230 1,125 1,156 1,125 1,030 945 865 790 762 769 741 776 865 913 987 1,013 979 979 962 945 929 945 953 805 Feel. 6.26 6.29 6.32 6.36 6.40 6.38 6.36 6.44 6.45 6.40 6.36 6.34 6.40 6.36 6.35 6.29 6.31 6.35 6.35 6.30 6.21 6.15 6.12 6.10 6.05 6.03 6.05 .6.06 5.95 5.92 5.92a Sec.-fl. 913 937 962 996 1,030 1,013 996 1,068 1,078 1,030 996 979 1,030 996 987 937 953 987 987 945 873 828 805 790 755 741 755 762 687 668 668 Feet. 5.91 5.90 6.06 6.20 6.40 6.47 6.24 6.20o 6.20a 6.10a 6.10a 6.00a 5.97 5.93a 5.89 5.84 5.80 5.93 5.92 5.85 5.86a 5.86 5.81 5.80 5.79 5.76 5.75 5.74a 5.74 5.76 Sec.-fl. 661 655 762 865 1,030 1096, 897 865 865 790 790 720 700 675 649 619 595 675 668 625 631 631 601 595 590 573 568 562 562 573 Feel. 5.73 5.69 5.69 5.65a 5.65a 5.63 5.59 5.59 5.59 5.55 5.55 5.58a 5.61 5.59 5.59 5.56 5.51 5.51 5.50a 5.46 5.46 5.42 5.41 5.43 5.39 5.40a 5.41 5.33 5.35 5.15 5.05 Sec.-fl. 556 535 535 515 515 505 485 485 485 465 465 480 495 485 485 470 445 445 440 422 422 404 400 408 391 395 400 367 375 305 275 Feel. 5.29 5.20a 5.14 5.21 5.23 5.20 5.20 5.20 5.23a 5.26 5.24 5.20 4.99 4.97 5.16 5.16a £i.l5a 5.15 5.16 5.10 4.88 5.03 5.04a 5.05 5.12 5.07 5.05 5.05 5.06 5.00a Sec.-ft. 352 320 302 324 330 320 320 320 330 341 334 320 258 252 308 308 305 305 308 290 231 269 272 275 296 281 275 275 278 260 Feet. 4.90a 4.83 4.86 4.85 4.92 4.99 1 4.95a 4.89 1 4.98 4.85 [ 5.16 5.10 ! 5.09 5.08O 5.06 5.66 . 4.87 i 4.93 4.84 4.89 4.95a. 5.00 5.15 5.05 5.28 5.52 5.51 5.25a' 5.02 4.99 5.29 Sec.-ft. 235 2 221 3 227 4 . . 225 5 240 6 2586 7 265 8 268 9 270 10 266 11 275 12 278 13 266 14 262 15 264 16 235 17 224 18 208 19 194 20 196 21 194 22 192 23 189 24 186 25 184 26 186 27 190 28 200 29 196 30 194 31 1966 Gauge height interpolated. Ice conditions Dec. 6 to 31. Monthly Discharge of Spray River near Banff, for 1913. (Drainage area 305 square miles). Discharge in Second- Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. ToUl in Acre-feet. 222 180 158 260 1.985 2.960 1,596 1,078 1,096 556 352 278 180 140 136 143 221 1,432 741 668 562 275 231 184 202 151 146 191 535 2,144 1,041 908 703 447 298 226 0.663 0.496 0.480 0.627 1.76 7.03 3.42 2.98 2.30 1.47 0.978 0.738 0.76 0.52 0.66 0.70 2.02 7.84 3.94 3.44 2.67 1.70 1.09 0.85 12,420 8,386 8,977 11,365 32.896 127.576 July ... 64.008 56,831 41,831 October 27.486 17.732 December 13.835 The year 25.98 , 422.342 BOW RIVER DRAINAGE BASIN 87 SESSIONAL PAPER No. 25c CASCADE RIVER AT BANKHEAD. This station was established August 16, 1911, by P. M. Sauder. It is located on the S.E. ,V See. 19, Tp. 26, Rge. 11, W. 5th Mer., at the Bankhead mines. It is located at a foot bridge, 100 feet below an old crib dam and one mile below the dam and reservoir of the Cal- gary Power Company at Lake Minnewanka. The gauge, which is a plain staff graduated to feet and hundredths, is spiked to the cribbing which supports the north end of the bridge. It is referred to a bench mark on a tree stump on the left bank a few feet dowTistream from the bridge; elevation above gauge datum, .5.51 feet. The channel is straight for 100 feet above and below the station. The left bank is low, but not liable to overflow. The right bank is built high by a coal dump. The bed is coarse gravel which is not liable to shift. The current is swift near the left bank and dead at the right bank. Discharge measurements are made from the downstream side of the bridge with a mete^ and rods. The initial point for soundings is the left end of the bridge and is marked "O' ' on the handrail. During 1913, the gauge was read once each day by J. B. Mackinlay, Accountant at the Bankhead mines. Abnormal conditions of discharge will be found in the tables due to the effect of the reserv^oir of the Calgary Power Company above the station. Discharge Measurements of Cascade River at Bankhead, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. Jan. 20 H. C. Ritchie .. . Feet. 51.0 50.0 52.0 51.0 52.0 52.0 53.0 41.0 53.0 51.6 52.2 53.0 57.0 53.0 52.0 53.0 52.5 53.0 52.6 53.0 53.5 Sq. ft. 177.5 105.0 113.0 125.0 115.0 142.0 138.0 63.3 190.5 195.4 98.8 147.0 167.0 142.0 78.4 106.0 109.0 124.0 110.0 136.0 158.0 Ft. per sec. 1.12 1.28 1.31 1.28 1.46 2.54 2.09 0.10 4.84 4.64 1.89 3.32 3.80 3.23 1.75 1.53 2.04 2.42 1.87 2.72 3.85 Feet. 4.75 2.05 2.09 2.46 2.15 2.73 2.58 1.21 3.76 3.66 1.94 2.85 3.15 2.75 1.60 1.96 2.19 2.38 2.05 2.52 3.02 Sec.-ft. 199 Jan. 29 do 134 Feb. 17 do 148 Feb. 26 do 160 Mar. 28 11 26 do 168 April do 370 April do 289 Mav 28 20 3 do 6a June do 922 July do 907 Julv 19 28 11 15 25 7 do 178 July do 486 Aug. do 633 Sept. do 458 Sept. do 84 Oct. G. R. Elliott do 162 Oct. 21 3 223 Nov. H. C. Ritchie... . 300 Nov. 19 28 do 206 Nov. do 370 Dec. 15 do 607 a Discharge estimated. 88 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Cascade River, at Bankhead, for 1913. Day. January. February. March. April. May. J une. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height Dis- charge. Feet. Sec.-ft. Feet. Sec.-fl. Feet. Sec.-fl. Feet. Sec.-fl. Feet. Sec.-ft. Feet Sec.-ft. 1 2.33 2.21 2.80 2.70 3.12 183c 175 164 156 153 2.04 2.03 2.50 2.80 3.05 138 136 133 128 106 3.00 2.85 2.80 2.75 2.65 165 177 180 175 186 2.53 2.78 2.59 2.60 2.55 283 376 304 308 291 2.99 2.91 2.86 2.77 2.70 464 429 409 372 345 1.24 1.12 1.40 1.89 3.35 9 2 3 4 5 3 25 104 634 6 7 8 3.27 3.45 3.50 3.37 3.35 158 167 177 158 148 3.19 2.99 2.70 2.60a 2.50 115 124 128 136 128 2.55 2.49 2.29 2,35 2.35 180 189 209 225 225 2.78 2.75 2.73 2.64 2.81 376 365 357 323 388 3.09 3.09 3.09 3.18 3.16 508 508 508 551 541 3.93 4.07 4.20 4.35 4.47 929 1,001 1.067 9 10 1,144 1,205 11 12 13 14 15 3.49 3.65 3.82 3.90 4.05 140 148 158 175 158 2.30 2.20 2.10 2.10 2.10 128 133 140 153 153 2.33 2.30 2.68 2.60. 2.58 225 209 205 194 209 2.75 2.80a 2.84 2.79 2.75 365 384 400 380 365 3.07 3.00 2.92 2.86 2.80 499 468 434 409 384 4.54 4.47 4.42 4.30 4.20 1.240 1,220 1,205 1,155 1,120 16 17 18 19 20 4.10 4.16 4.30 4.68 4.75 148 140 133 133 194 2.10 2.09 2.12 2.16 2.08 153 150 158 169 148 2.59 2.56 2.78 2.67 2.33 215 206 194 180 166 2.73 2.69 2.66 2.65 2.63 357 341 330 326 319 2.65 2.20 2.20 2.20 2.23 326 180 180 180 189 4.10 3.95 3.90 3.78 3.77 1,080 1,015 1,005 950 945 21 22 23 24 25 4.45 4.18 4.20 3.78 3.45 225 221 209 205 194 2.05 2.51 2.05 2.05 2.08 140 140 140 140 148 2.28 2.26 2.37 2.34 2.28 153 158 175 180 167 2.61 2.60 2.59 2.56 2.61 312 308 304 294 312 1.23 1.29 1.20 1.38 1.56 86 13 6 23 46 3.77 3.72 3.68 3.67 3.74 945 920 900 895 930 26 27 28 29 3.20 2.80 2.40 2.05 2.10 2.00 180 167 153 140 153 128 2.35 2.55 3.04 158 153 158 2.23 2.19 2.15 2.13 2.11 2.09 167 167c 167 161 156 150 2.57 2.56 2.56 2.86 3.10 297 294 294 409 513 1.25 1.10 1.13 1.22 1.21 1.24 10 3 4 8 7 9 3.78 3.75 3.73 3.75 3.77 950 935 925 935 30 945 31 Gauge height interpolated. Water being stored by the Calgary Power Co.; these small discharges only approximate. Ice conditions Jan. 1 to March 27. BOW RIVER DRAINAGE BASIN 89 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Cascade River, at Baukliead, for 1913. Concluded. Day. July. August. Sept mber. October. November. December. Gauge Htifibt Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis charge. Gougt Height. Dis. charge . 1 2 S Feet. 3.77 3.75 3.73 3.63 3.55 3.47 3.39 2.16 2.18 2.31 2.46 2.54 1.87 1.91 2.01 1.69 1.76 1.86 1.94 2.14 2.22 2.44 1.95 2.15 2.24 2.78 2.88 2.88 2.92 2.89 2.87 Sec.-ft. 945 935 925 875 835 795 755 229 235 280 333 362 142 153 181 101 116 140 161 222 249 325 164 225 256 460 505 505 523 510 500 Feet. 2.87 2.87 2.81 2.85 2.85 2.84 2.79 2.84 3.01 3.12 3.15 3.22 3.69 3.65 3.53 3.52 3.44 3.39 3.28 3.24 3.18 3.13 3.10 3.00 2,96 2.73 2.75 2.72 2.73 2.27 2.36 Sec.-ft. 501 501 501 491 491 487 465 487 566 620 635 670 905 885 825 820 780 755 700 680 650 625 610 561 542 439 448 435 439 266 297 Feet. 2.39 2.44 2.44 2.56 2.75 2.75 2.82 2.85 2.87 2.87 2.89 2.87 2.86 2.85 2.74 2.69 2.72 2.68 2.68 2.67 2.63 2.66 2.45 1.62 1.61 1.61 1.63 1.63 1.63 1.68 Sec.-ft. 307 325 325 370 448 448 476 491 500 500 507 500 496 491 443 422 434 418 418 414 397 410 329 88 86 86 90 90 90 99 Feel. 1.69 1.75 1.81 1.84 1.90 1.93 1.96 1.99 2.05 2.03 2.02 2.06 2.12 2.12 2.14 2.14 2.14 2.14 2.14 2.14 2.19 2.16 2.16 2.23 2.18 2.16 2.17 2.15 2.15 2.15 2.13 Sec.-ft. 101 114 127 135 150 158 167 175 194 187 184 196 216 216 222 222 222 222 222 222 239 229 229 252 235 229 232 225 225 225 220 Feet. 2.13 2.48 2.38 2.35 2.35 2.58 2.52 2.46 2.43 2.41 2.38 2.58 2.53 2.71 2.65 2.65 2.62 2.55 2.05 2.07 2.85 3.49 3.38 2.82 2.72 2.55 2.60 2.52 2.46 2.42 Sec.-ft. 220 340 404 294 294 377 355 333 322 315 304 377 358 430 405 405 393 366 194 199 491 805 750 478 435 366 385 355 333 318 Feet. 2.75 2.57 3.03 3.19 3.23 3.13 3.37 3.23 3.06 3.30 3.16 3.02 3.35 3.18 3.02 3.36 3.20 3.09 3.83 3.60 3.39 3.25 3.13 3.51 3.30 3.15 3.02 •2.93 2.85 2.73 2.65 Sec.-ft. 448 374 576 4 5 6 655 675 625 7 745 &..". 675 9 590 10 710 11 640 12 571 13 735 14 650 15 16 571 740 17 18 ■. .. 19 20 21 22 23 24 25 26 27 660 605 975 860 755 685 625 815 710 635 571 528 29 30 31 491 439 405 Monthly Discharge of Cascade River at Bankhead, for 1913. (Drainage area 246 square miles.) January. . . February. . March April May June July August. . . . September. October November. December. . The year. . . Month. Discharge in Second-Feet. Run-Off. Depth in Maximum. Minimum. Mean. Per square inches on Total m Mile. Drainage Area. Acre-feet. 225 128 166 0.675 0.78 10,207 169 106 140 0.569 0.59 7,775 225 150 184 0.748 0.86 11,314 513 283 342 1.39 1.55 20,350 551 3 259 1.05 1.21 15,925 1,240 3 878 3.57 3.98 52,245 945 101 417 1.70 1.96 25,640 905 266 583 2.37 2.73 35.847 507 86 350 1.42 1.58 20,826 252 101 200 0.813 0.94 12.298 805 194 377 1.53 1.71 22,433 975 374 637 2.59 2.99 39,168 20.88 274,028 90 STREAM MEASUREMENTS, 1913 BOW RIVER NEAR KANANASKIS. 4 GEORGE v., A. 1914 This station was established on March 10, 1912, by H. C. Ritchie, to replace the old station near Morley. It is located at the Canadian Pacific Railway bridge on N. W. % See. 32, Tp. 24, Rge. 8, W. 5th Mer. The upper dam of the Calgary Power Company, completed November, 1913, is situated one mile below the station at the point where the Kananaskis River enters. The gauge, which is of the standard chain type, is securely fastened to the inside of the guard rail on the first span from the right bank. The length of the chain from the marker to the bottom of the weight is 18.48 feet. The zero of the gauge (elev. 91.05 )is referred to a bench mark (assumed elev. 100.00) on the side of the east pier. _ The channel is straight for 600 feet above and 900 feet below the station. The right bank is high and is not liable to overflow, while the left is low and is liable to overflow in high stages of the stream. Both banks have considerable growths of willow and cottonwood. The bed of the stream is of solid rock with fairly smooth and level surface and will not change. The current is fairly swift at this section. Discharge measurements are made from the bottom chord of the downstream side of the bridge with meter, cable and stay line. At a very low stage measurements may be made by wading. The initial point for soundings is at the left abutment and is marked "O" painted on the bottom chord. Distances from the initial point are painted every ten feet across the bridge. During 1913, the gauge was read by J. Gipson for the Calgary Power Co. Discharge Measurements of Bow River near Kananaskis, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge . 7 H. C. Ritchie Feet. 290.0 330.0 332.0 345.0 360.0 339.0 361.0 360.0 370.0 419.0 415.0 413.0 403.0 406.0 . 400.0 383.0 369.0 368.0 373.0 367.0 357.0 Sq.ft. 626 378 355 416 486 320 397 362 436 1,190 1.129 1.030 864 838 757 665 559 511 450 430 573 Ft. per sec. 1.06 2.03 2.00 1.41 2.19 2.54 3.18 3.08 3.60 5.33 6.26 6.23 5.95 6.13 5.59 ■ 5.10 4.21 3.95 3.58 3.39 ■ 3.31 Feet. 4.50 3.76 3.70 3.53 3.85 2.02 2.20 2.11 2.42 4.12 4.02 3.58 3.28 3.28 3.10 2.74 2.53 2.47 2.32 2.24 2.66 Sec.-ft. 668 Jan. 24 do 777 Feb. 5 do 710 Feb. 19 do 589 Mar. 5 do 1.065 2 do 813 AprU 16 do . ...... 1,259 May 6 do 1,113 May 12 do 1,573 June 3 ■. H. B. R. Thompson 6,342 June 26 H. C. Ritchie 7,060 July 8 do 6,420 July 22 do 5,141 Aug. 5 do 5,134 Aug. 26 do 4.230 Sept. 16 do 3,392 Sept. 30 G. R. Elliott do 2,351 Oct. U 2,016 Oct. 29 H. C. Ritchie 1,608 Nov. 11 do 1,459 Nov. 25 do 1,895 BOW RIVER DRAINAGE BASIN 91 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Bow River, near Kananaskis, for 1913. January. February. March. April. May. June. D.^v. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge . 1 Feet. 4.39 4.14 a4.30 a4.30 a4.40 a 4. 40 4.42 4.50 4.46 4.40 4.02 3.95 3.89 3.71 3.70 3.74 3.75 3.79 4.00 3.89 3.71 3.67 3.68 3.76 3.77 3.80 3.74 3.76 3.86 3.80 3.82 Sec.-fl. b695 690 688 633 680 673 668 690 680 670 650 655 658 660 658 652 648 643 640 650 730 720 750 777 780 785 788 790 783 778 770 Feet. 4.05 4.03 3.57 3.77 3.72 3.73 3.74 3.74 3.89 3.80 3.71 3.75 4.73 4.00 4.10 3.80 3,57 3.56 3.53 3.64 3.60 2.32 3.58 3.52 3.47 3.49 3.53 3,59 Sec.-ft. 770 770 740 700 710 720 720 720 740 730 743 757 770 760 750 740 730 660 589 585 580 570 573 572 571 570 577 590 Feel. 3.84 4.06 4.11 4.12 3.89 3.72 2.58 3.07 2.53 2.08 2.01 1.99 1.93 1.90 1.96 2.06 2.10 2.35 2.47 2.40 2.43 2.33 2.37 a2.35 2 33 a2.32 a2.31 a2.30 a2.30 a2.30 2.30 Sec.-ft. 670 760 850 950 1.065 1,052 1,038 1,020 b 1,008 996 842 805 715 670 760 952 b900 860 800 750 755 760 755 750 750 755 760 810 810 812 b815 Feet. 2.03 2.01 2.06 2.04 2.05 2.11 2.07 2.09 2.00 2.15 2.13 2.10 2 17 2.21 2.20 2.23 2.19 2.20 2.13 2.38 2.44 2.38 2.32 2.27 2.29 2.30 2.27 2.21 2.29 2.31 Sec.-ft. 886 842 952 908 930 1,066 974 1,018 820 1,170 1,118 1,040 1,222 1,328 1,300 1.384 1,274 1,300 1,118 1,820 2,008 1.820 1,640 1,496 1,552 1,580 1,496 1,328 1,552 1,610 Feet. 2.29 2.24 2 20 2.10 2.12 2.11 2.18 2.20 2.24 2.21 2.32 2.42 2.45 2.33 2.41 2.39 2.45 2.45 2.43 2.42 2.40 2.49 2.51 2.60 2.76 2.89 3.13 3.12 3.55 3.92 4.02 Sec.-ft. 1,552 1,412 1,300 1,040 1,092 1,066 1,248 1,300 1,412 1,328 1,640 1,944 2,040 1,670 1,912 1.B50 1,040 2,040 1,976 1,944 1,880 2,168 2,234 2,540 3,156 3,583 4,510 4,470 6,270 7,930 8,378 Feet. 3.98 4.03 4.13 4.15 4.19 4.22 4.10 4.16 4.30 4.42 4.49 4.56 4.65 4.43 4.31 4.27 4.05 3.89 3.69 3.90 4.16 4.04 3.90 4.01 4.07 4.03 3.97 3.81 3.71 3.75 Sec.-ft. 8,200 2 8,422 3 4 5 6 7 8 8,862 9,952 9,126 9,258 8,730 8,994 9 10 11 12 9,610 10,138 10,446 10,752 13 14 11,150 10,182 15 16 17 18 19 20 21 22 9,654 9,474 8,510 7,705 6,895 7,840 8,994 8,466 23 24 25 26 27 7,840 8,334 8,598 8,422 8,155 28 7,435 29 6,985 30 7,165 31 Gauge height interpolated. Ice conditions Jan. 1 to March 9 and March 17 to 31. No 250.-7 92 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Bow River, near Kananaskis, for 1913. Concluded Day. July. August. September. October. November. December. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge . 1 Feet. 3.84 3.93 3.81 3.62 3.39 3.42 3.49 3.62 3.42 3.47 3.41 3.37 3.34 3.20 3.18 3.01 2.97 2.89 2.91 2.87 2.96 3.27 3.51 3.59 3.53 3.60 3.41 3.31 3.44 3.41 3.37 Sec.-ft. 7,570 7,975 7,435 6.580 5,578 5,706 6,007 6,580 5,706 5,921 5,663 5,494 5,368 4,790 4,710 4,039 3.886 3,583 3,658 3,509 3,848 5,077 6,094 6,446 6.182 6,490 5,663 5,242 5,792 5,663 5,494 Feet. 3.23 3.26 3.30 3.50 3.26 3.29 3.37 3.43 3.49 3.54 3.44 3.51 3.59 3.54 3.50 3.41 3.43 3.32 3.23 3.17 3.00 3.02 2.98 3.02 3.02 3.09 3.04 3.00 2.97 2.93 3.12 Sec.-ft. 4.913 5,036 5,200 6,050 5,036 5,159 5,494 5,749 6.007 6,226 5,792 6.094 6.446 6,226 6,050 5,663 5,749 5,284 4,913 4.670 4.000 4,078 3,924 4.078 4.078 4.351 4.156 4.000 3,886 3.734 4,470 Feet. a2.98 2.83 2.79 2.82 3.26 3.38 3.21 3.09 3.07 3.11 3.03 2.93 2.87 2.84 2.81 2.76 2.71 2.67 2.86 2.90 2.87 2.84 2.69 2.62 2.53 2.48 2.43 2.45 2.43 2.56 Sec.-ft. 3,924 3,361 3,214 3,324 6.036 5,536 4.831 4,351 4,273 4.430 4,117 3,734 3,509 3,398 3,287 3,106 2.926 2.785 3.472 3,620 3,509 3,398 2,855 2,610 2,302 2,136 1,976 2,040 1,976 2,404 Feel. 2.55 a2.58 2.60 2.68 2.58 2.46 2.48 2.47 2.60 2.40 2.39 2.40 2.40 2.44 2.55 2.48 2.45 2.46 2.44 2.40 2.36 2.37 2.25 a2.28 2.34 2.37 2.45 2.44 2.30 2.31 2.45 Sec.-ft. 2,370 2,472 2,540 2,820 2,472 2,072 2,136 2,104 2,540 1,880 1,850 1,880 1,880 2,008 2,370 2,136 2,040 2,072 2,008 1,880 1,760 1,790 1,440 1,524 1,700 1,790 2,040 2,008 1,580 1,610 2,040 Feet. 2.24 2.29 2.14 2.16 2.14 2.18 2.23 2.28 2.26 2.35 2.37 2.17 2.24 2.26 2.15 2.24 2.24 2.20 2.54 2.43 2.55 2.24 2.34 2.70 2.50 2.60 2.30 2.28 a2.40 2.50 Sec.-ft. 1,412 1,552 1,144 1,196 1,144 1,248 1,384- 1,524 1,468 1,730 1,790 1,222 1.412 1,468 1.170 1,412 1,412 1,300 b 1,740 1,660 1,760 1,500 1,580 2,000 1.900 1,940 1,500 1,480 1,550 1.620 Feet. 2.70 2.53 2.51 2.50 2.53 2.56 2.58 2.80 a2.85 a2.90 2.93 2.84 2.81 2.60 2.61 2.42 2.40 2.43 2.91 3.12 3.15 3.45 2.81 3.95 4.65 5.43 5,02 5.05 5.35 5.34 5.45 Sec.-ft. 1,660 2 1 540 3 1,520 4 1.500 5 1,510 6 1 520 7 1,530 8 1,540 9 1 580 10 1,586 11 1.592 12 1 600 13 1,580 14 1,540 15 1,440 16 1,260 17 1.250 18 1,220 19 1,220 20 1,240 21 1 260 22 1,240 23 1 220 24 1,200 25 1,260 a 1,320 27.. 1 280 28 1,290 29 1,280 30 1,285 31 b 1.290 a Gauge height interpolated. b Ice conditions Nov. 19 to Dec. 31. Monthly Discharge of Bow River near Kananaskis, for 1913. (Drainage area 1601 square miles.) Month. Discharge in Second-Feet. Maximum. Minimum. Mean. Per square Mile. Run-Off. Depth in inches on Drainage Area. Total in Acre-feet. January. . . February. . March April May June July August. . . . September. October November. December. . The year. 790 770 1.065 2.008 8.378 11.150 7.975 6,446 5.536 2.820 2.000 1,660 640 570 670 820 1.040 7.165 3,509 3,734 1,976 1,440 1,144 1.200 703 679 839 1,285 2,546 8,776 5,540 5,049 3,381 2.026 1,507 1.398 0.439 0.424 0.524 0.083 1.58 5.48 3.46 3.15 2.11 1.26 0.941 0.873 0.51 0.44 0.60 0.90 1.82 6.11 1.01 23.86 43.226 37,710 51,588 76.463 156,547 522,210 340.640 310,453 201,183 124,570 89,673 85,960 2,040.223 BOW RIVER DRAINAGE BASIN 93 SESSIONAL PAPER No. 25c KANANASKIS RIVER NEAR KANANASKIS. This station was established August 31, 1911, by P. M. Sauder. On May 13th, 1913, the station was moved by H. C. Ritchie to its present position one and one half miles upstream, on account of backwater from the Calgary Power Company's new dam. The station is located on the S.W. '4 Sec. 34, Tp. 24, Rge. 8, W. 5th Mev., one and one-half miles above the junction with the Bow River. The upper dam of the Calgarj' Power Company, completed November, 1913, is situated immediately below the junction of the two rivers and is two miles east of Kananaskis station. The gauge, which is of the standard chain type, is supported on posts at the right bank, 60 feet upstream from the gauging section. The length of the chain is 11.10 feet from bottom of weight to marker. The zero of the gauge (elev. 88.17) is referred to a permanent iron bench mark (assumed elev. 100.00), situated on the right bank between the gauge and the cable tower. The channel is straight for 400 feet above and 700 feet below the station. Both banks are high, wooded and not liable to overflow. The channel at the station is of coarse gravel and very uniform; below the station it is somewhat rocky. The current is swift; at low stages there is backwater at the left bank. Discharge measurements are made with a current meter and rods by means of a cable and car. The initial point for soundings is the centre line of the tower on the left bank. Distances are marked every five feet by a tagged wire stretched between the cable towers . During 1913, the gauge was read by J. Gipson for the Calgary Power Company. Discharge Measurements of Kananaskis River, near Kananaskis, for 1913. Date. Hydrographer. Width. Area. Of section. Mean. Velocity. Gauge Height. Discharge 11. C. Ritchie Feel. 61.0 60.0 60.0 60.0 60.0 55.0 58.0 105.0 125.0 123.0 123.0 122.0 122.0 122.0 118.0 116.0 110.0 110.0 108.0 107.0 105.0 Sq. fl. 150.4 86.0 78.5 73.5 65.5 61.2 81.2 210.0 401.0 414.6 374.1 369.0 363.0 335.0 295.0 274.0 254.0 223.0 214.0 211.0 202.0 Fl per. sec. 0.89 2.27 1.89 2.46 2.22 1.83 1.98 1.16 4.75 3.61 3.52 3.41 3.53 3.38 2.85 2.45 2.02 1.65 1.47 1.28 1.09 Feci. 6.33 6.08 5.44 5.78 5.97 5.57 5.20 4.98 6.85 6.66 6.32 6.32 6.25 6.14 5.80 5.68 5.45 5.28 5.16 5.06 4.99 Sec.-Jt. 134 23 4 do 195 Feb. do 148 Feb. 18 do 180 Mar. 4 do 145 1 do 112 April 15 l3o do 161 May do 244 4 H. B. R. Thompson H. C. Ritchie 1.909 June 24 1,496 July 9 do 1.316 July 23 do 1.260 Aug. 6 27 17 1 do 1.281 Aug. do 1.132 Sept. do 841 Oct. G. R. Elliott do 670 Oct. 15 512 Oct. 28 H. C. Ritchie 369 Nov. 10 24 do 314 Nov. do 269 Dec. 8 do ... 220 a This and succeeding measurements made at new station. No. 25c.— 7 i 94 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Kananaslds River, near Kanauaskis, for 1913. Januarj'. Gauge Height. Dis- charge. February'. Gauge Height. Dis- charge March Gauge Height. Dis- charge. April. Gauge Height. Dis- ' charge. May. Gauge Height. June Dis- Gauge charge. Height. Dis- charge 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Feet 7.06 7.36 7.03 6.97 6.72 6.52 6.33 7.50 7.24 7.42 6.56 7.43 6.79 7.08 6.47 7.60 5.98 6.12 6.04 5.88 6.00 5.98 6.08 5.70 6.00 6.10 6.05 6.02 5.99 5.90 5.92 Sec.-ft. cl87 185 175 175 160 145 134 155 155 155 145 155 150 150 145 155 . 150 150 150 165 175 185 195 190 192 195 193 190 188 185 185 Feet 5.67 5.60 5.57 5.56 5.50 5.55 5.53 5.56 a 5.60 a 5. 65 a5.70 a5.70 5.78 5.51 5.64 5.31 5.33 5.59 Sec.-ft. 180 175 150 148 150 160 175 178 180 185 180 183 185 188 190 187 184 183 180 180 170 165 160 160 150 145 140 140 Feet 5,84 6.25 6.22 5.99 5.77 5.68 5.77 5.72 5.68 5.67 5.58 5.48 5.25 5.00 5.53 5.41 5.52 5.20 a5.40 5.67 5.74 5.62 5.76 5.67 Sec.-ft. 140 142 144 145 155 160 165 170 • 165 160 155 150 150 150 148 145 140 130 125 115 115 120 120 118 117 116 115 115 114 113 112 Feet 6.75 6.50 6.42 6.71 6.55 5.82 5.13 5.10 5.14 5.19 5.30 5.32 5.37 b4.91 4.98 4 4.88 4.89 4.87 4.89 Sec.-ft. 112 122 130 145 142 140 140 155 168 175 175 175 169 164 161 170 180 c 190 204 232 258 249 216 200 197 204 193 197 190 197 Feel 4.85 4.87 a 4.86 4.84 4.82 5.03 5.06 5.07 5.09 5.10 Sec.-ft. 183 190 186 180 173 193 186 186 186 200 216 220 232 240 245 254 268 272 281 286 335 383 550 700 829 978 1.071 1,322 1.490 1.573 1,648 Feel a7.16 7.10 6 95 6.82 6.72 6.55 6.52 6.43 6.51 6.64 6.62 6.57 a 6.60 5.62 6.73 6.71 6.67 6.61 6.62 6.67 Sec.-ft. 1.703 1.787 1.731 1.787 1.796 1.778 1.750 1.778 1.936 2.150 2.085 2.029 1.889 1,769 1,676 1.517 1.490 1.406 1.480 1,601 1.683 1.536 1.564 1.683 1.685 1.666 1.629 1.573 1,583 1,629 a Gauge height interpolated. b Reading commenced at new stations. c Ice conditions Jan. 1 to April 18. BOW RIVER DRAIXAGE BASIN 95 SESSIONAL PAPER No. 25c Daily Gauge Height axd Discharge of Kananaskis River, near Kauanaskis, for 1913. Concluded. Day. July. August. September. October. November December. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Heght Dis- charge Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet 6.58 6.51 6.43 6.39 6.34 6.44 6.38 6.31 6.27 6.30 6.34 6.31 6.26 6.19 6.12 6.07 5.95 5.92 5.90 5.95 6.07 6.31 6.43 6.37 6.29 6.25 6.27 6.20 6.32 6.28 6.21 Sec.-ft. 1,545 1,480 1,406 1,369 1,322 1,415 1,359 1,294 1,256 1,285 1,322 1,294 1,248 1,183 1,118 1,071 959 932 913 959 1,071 1,294 1,406 1,350 1,276 1,238 1,257 1,192 1,304 1,267 1,201 Feet 6.14 6.11 6.31 6.34 6.27 6.26 6.29 6.37 6.47 6.52 6.73 6.64 6.71 6.66 ' 6.53 6.47 6.53 a 6.44 6.34 6.20 6.16 6.03 6.05 6.04 6.01 6.08 6.09 6.03 6.06 6.04 6.13 Sec-ft.. 1,136 1,108 1.294 1,322 1,257 1,248 1,276 1,350 1,443 1,490 1,685 1,601 1,666 1,620 1,499 1,443 1,499 1,415 1,322 1,192 1,155 1,034 1,052 1,043 1,015 1,080 1,090 1,034 1,062 1,043 1,127 Feet a6.06 6.08 6.05 6.01 6.69 6.78 6.43 6.31 6.24 6.15 6.09 6.00 5.96 5.93 5.90 5.85 5.82 5.90 5.94 5.90 5.86 5.70 a5.75 5.80 5.77 5.71 5.70 5.67 5.70 5.68 Sec.-ft. 1,099 1.080 1,052 1,015 1,648 1,731 1,406 1,294 1,229 1,145 1,090 1,006 969 941 913 866 839 913 950 913 876 727 773 820 792 736 727 700 727 709 Feet 5.65 a 5. 68 5.71 5.73 5.74 5.63 5.58 5.55 5.65 5.47 5.44 5.43 5.40 5.49 5.48 5.45 5.37 5.34 5.34 5.36 5.30 5.35 5.30 5.29 a5.29 5.29 5.27 5.29 5.25 5.10 5.16 Sec.-ft. 682 709 736 755 764 663 618 593 682 527 503 495 472 542 532 511 451 430 430 444 402 437 402 396 396 396 383 396 371 286 318 Feet 5.18 5.20 5.10 5.16 5.18 5.17 5.16 5.14 5.18 5.16 5.18 5.16 5.19 5.15 5.18 5.20 5.18 5.15 5.16 5.15 5.10 5.10 5.10 5.06 5.08 5.10 5.06 5.08 a 5.06 5.04 Sec.-ft. 329 340 286 318 329 324 318 308 329 318 329 318 335 313 329 340 329 313 318 313 286 286 286 268 277 286 268 277 268 258 Feet 5.05 5.06 5.08 5.04 5.04 5.08 5.06 5.04 a 5.00 a4.95 4.90 4.92 4.94 4.95 4.99 4.95 4.94 4.93 5.19 5.29 5.63 5.91 5.50 5.61 5.62 5.78 5.81 6.12 6.11 6.13 6.92 Sec.-ft. 263 2 268 2 277 4 258 5 258 6 277 7 268 8 258 9 240 10 220 11 200 12 208 13 216 14 220 15 •.. 236 16 220 17 216 18 212 19 c210 20 209 21 208 22 206 23 205 24 200 25 203 26 205 27 28 207 208 29 30 210 205 31 c203 a Gauge height interpolated. c Ice conditions Dec. 19 to 31. Monthly Discharge of Kananaskis River near Kananaskis, for 1913. (Drainage area 395 square miles). Month. Discharge in Second-Feet. Maximum. Minimum. Mean. Per square Mile. Run-Off. Depth in inches on Drainage Area. Total in Acre-feet. January'. . . Februarj-. . March April May June July August. . . . September. October November. December. . The year. 195 190 170 258 1.648 2.150 1.545 1,685 1,731 764 340 277 134 140 112 112 173 1,406 913 1,015 700 286 258 200 168 169 136 178 492 1.712 1,245 1,277 989 507 306 226 0.426 0.428 0.345 0.451 1.25 4.34 3.15 3.23 2.50 1.28 0.775 0.572 0.49 0.45 0.40 0.50 1.44 4.84 3.63 3.72 2.79 1.48 0.86 0.66 21.26 10,330 9,386 8,362 10.592 30.252 101.870 76,550 74,830 58,850 31,174 18,208 13,896 444,130 96 STREAM MEASUREMENTS, 1913 GHOST RIVER AT GILLIES RANCHE. 4 GEORGE v., A. 1914 This station was established on August 17, 1911, by L. R. Brereton, It is located on the N.E. % Sec. 23, Tp. 26, Rge. 6, West of 5th Mer., opposite Gillies' rauehe buildings and one mile above the highway bridge which crosses the stream just above its junction with the Bow River The gauge, which is a plain staff graduated to feet and hundredths, is nailed to a post sunk in the bed of the stream at the left bank. The zero of the gauge (elev. 90.87) is referred to a permanent iron bench mark (assumed elev. 10000), situated on the right bank of the river 270 feet due north of the quarter mound on the east boundary of Sec. 23, Tp. 26, Rge. 6, W. 5th Mer., and 469 feet east and slightly south of the gauge. The channel curves just above the gauge but is straight for 200 feet below. The right bank is a steep clay cut bank and will not overflow. The left is low, gravelly and slightly wooded and wiU not overflow. The bed of the stream is uniform and is composed of gravel which may shift at high stages. Discharge measurements during high water are made at the highway bridge below. The initial point for soundings is the face of the right abutment. At low stages the stream is waded near tne gauge. During 1913, the gauge was read by Miss E. Gillies. Discharge Measurements of Ghost River at Gillies' Ranche, in 1913. Date. Hydrographer Width Area of Section. Mean Velocity. Gauge Height. Discharge Jan. Jan. Feb 9 H. C. Ritchie Feet. Sec.-fl. Ft. per sec. Feet. 2.54 2.10 1.42 1.40 1.22 0.95 1.59 1.74 1.29 2.13 2.13 1.75 1.93 1.88 1.86 1.73 1.65 1.56 1.59 1.50 Sec.-ft. a 25 do 45.0 45.0 40.0 40.0 38.0 74.0 76.0 70.8 79.0 77.0 75.0 79.0 78.5 77.5 76.0 77.0 76.5 77.0 59.0 78.0 64.7 59.5 54.5 50.6 133.0 146.0 114,0 167.0 151.0 148.0 86.5 86.5 89.2 79.2 69.2 72.0 72.8 63.0 1.76 2.12 2.14 2.29 1.74 3.12 3.68 2.17 3.88 3.27 2.46 3.95 3.83 3.40 3.07 3.00 2.62 3.07 3.11 137 6 do 137 Feb 20 * do 127 Mar. 6 do 125 April April May 3 do 88 17 do 415 15 . . do 538 5 H. B. R. Thompson H. C. Ritchie 247 July July Aug. Aug. Sept. Oct. 11 649 24 do 494 7 do 364 28 do 342 18 do 331 2 G. R. Elliott 303 Oct. 16 do 244 Oct. 30 H. C. Ritchie 208 13 do 189 Nov. 27 10 do 224 Dec. do 196 BOW RIVER DRAINAGE BASIN 97 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Ghost River at Gillies' Ranche, for 1913. Day. January. February. March. April. May. June. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Guage Height. Dis- charge. Gauge Height. Dis- charge. 1 2 3 4 5 6 7 8 Feet. 1.75 1.80 1.85 1.85 1.85 1.90 2.60 2.60 2.59 2.59 2.80 3.02 2.00 2.30 2.32 2.34 2.55 2.55 a2.70 2.98 2.95 2.85 2.36 2.40 2.28 1.90 1.69 1.55 1.60 1.62 1.70 Sec.-ft. bl76 176 175 170 165 160 161 162 155 150 144 143 142 141 142 141 139 137 135 132 134 134 134 136 137 139 140 142 144 146 147 Feet. 1.60 1.58 1.40 1.30 1.22 1.42 1.50 1.45 1.60 2.10 1.60 1.69 1.69 1.59 1.60 1.50 1.45 1.42 1.00 1.40 1.38 0.98 1.12 1.12 1.10 1.00 1.40 1.00 Sec.-ft. 143 143 138 132 126 137 139 139 139 140 140 141 141 142 142 140 138 136 127 129 129 122 122 123 118 112 112 113 Feel. 1.10 1.10 1.30 1.50 1.30 1.18 1.35 1.32 1.30 1.34 1.45 1.38 1.30 1.28 1.28 1.20 1.22 1.20 1.20 1.12 1.10 1.15 1.10 1.10 1.10 1.10 1.20 1.20 1.23 1.15 1.10 Sec.-ft. 117 120 124 124 125 125 126 126 125 123 122 120 117 119 119 114 112 112 97 91 92 94 93 93 92 91 90 90 89 89 88 Feet. 1.10 1.12 1.10 1.08 1.15 3.40 2.79 2.76 2.23 3.54 3.50 3.50 3.50 a2.00 a 1.80 al.70 1.59 1.39 1.29 1.27 1.19 1.14 0.99 0.84 0.79 0.74 0.74 0.74 0.71 0.69 Sec.-ft. 88 88 88 89 90 150 160 170 180 250 250 250 b300 572 490 449 404 322 281 273 240 220 165 128 118 110 110 110 106 103 Feet. 0.68 0.64 0.79 0.74 0.71 0.69 0.69 a0.70 0.71 0.74 1.69 1.99 1.98 2.18 1.75 1.74 1.59 1.39 1.31 1.44 1.59 1.75 1.84 1.79 1.41 1.51 1.29 1.54 1.51 1.39 1.33 Sec.-ft. 101 96 118 110 106 103 103 104 106 110 445 568 564 645 469 465 404 322 289 342 404 469 506 486 330 371 281 383 371 322 297 Feet. 1.24 1.22 1.03 0.91 1.03 0.93 1.33 1.55 1.39 1.19 1.16 1.13 1.13 1.03 0.99 0.93 0.92 0.97 1.68 1.58 1.49 1.23 1.19 1.43 1.78 a2.50 a3.30 a3.00 a3.00 a2.50 Sec.-ft. . 260 252 179 143 179 148 297 387 9 322 10 240 11 228 12 216 13 216 14 179 15 165 16 148 17 146 18 159 19 441 20 400 21 363 22 256 23 240 24 338 25 482 26 777 27 1,225 28 982 29 982 30 777 31 1 Gauge height interpolated. Ice conditions Jan. 1 to April 13. 98 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. I9I4 Daily Gauge Height and Discharge of Ghost River at Gillies' Ranche, for 1913. Concluded. Day. July. August. €eptember. October. November. December. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. a2.50 a 2.30 a2.20 a2.20 a2.30 a2.20 a2.20 a2.20 a2.10 a2.20 a 2. 13 2.08 2.14 2.15 2.08 1.97 1.90 1.90 1.88 1.87 1.98 2.13 2.09 2.13 2.11 1.99 1.99 1.89 1.93 1.88 1.87 Sec.-ft. 777 695 654 654 695 654 654 654 613 654 649 600 615 610 575 518 480 470 456 438 476 526 500 506 498 449 449 408 424 404 400 Feet. 1.87 1.87 1.85 1.83 1.83 1.83 1.83 1.85 2.38 2.35 2.18 2.17 2.27 2.17 2.14 2.08 2.15 2.13 2.09 2.05 2.04 2.03 1.99 1.98 1.97 1.97 1.96 1.93 1.93 1.99 2.03 Sec.-ft. 400 400 391 383 383 383 383 388 600 588 510 510 540 495 480 452 480 464 445 425 420 410 390 380 375 370 364 344 344 369 385 Feet. 2.13 2.09 2.07 2.05 2.28 2.09 2.05 2.01 2.01 1.99 1.98 1.96 1.96 1.92 1.88 1.88 1.88 1.89 1.87 1.87 1.87 1.89 1.88 1.87 1.86 1.86 1.86 1.85 1.85 1.86 Sec.-ft. 426 410 402 393 488 410 393 377 377 369 365 357 357 340 324 324 324 328 320 320 320 328 324 320 316 316 316 311 311 316 Feet. 1.86 1.86 1.85 1.85 1.85 1.84 1.86 1.85 1.83 1.83 1.83 1.83 1.85 1.85 1.82 1.78 1.73 1.78 1.78 1.78 1.78 1.77 1.78 1.73 1.79 1.76 1.77 1.73 1.72 1.67 1.65 Sec.-ft. 316 316 311 311 311 307 316 311 303 303 303 303 311 311 299 283 262 283 283 283 283 279 283 262 287 275 279 262 258 239 231 Feet. 1.65 1.67 1.67 1.69 1.72 1.69 1.69 1.69 1.68 1.68 1.67 1.65 1.55 1.53 1.55 1.69 1.67 1.62 1.63 1.58 1.53 1.62 1.68 1.79 1.69 1.59 1.59 1.58 1.67 1.65 Sec. .ft 231 239 239 ■ 246 258 246 246 246 242 242 239 231 198 192 198 246 239 220 223 206 192 220 242 287 246 209 209 206 239 231 Feet. 1.63 1.65 1.53 3.53 1.53 1.55 1.58 1.68 1.63 1.50 1.49 1.48 1.49 1.50 1.50 1.48 1.48 1.50 1.55 1.50 1.68 1.60 1.69 1.62 al.65 1.67 1.63 1.62 1.65 1.72 1.98 Sec.-ft. 223 2 3 231 192 4 192 5 6 192 198 7 206 8 242 9 223 10 184 11 182 12 179 13 182 14 184 15 184 16 179 17 179 18 184 19 198 20 184 21 182 22 180 23 178 24 177 25 176 26... V...... 27 175 174 28 173 29 172 30 171 31 170 Gauge height interpolated. Ice conditions Dec. 21 to 31. Monthly Discharge of Ghost River at Gillies' Ranche, for 1913. (Drainage area 360 square miles). Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. 176 143 126 572 645 1,225 777 600 488 316 287 242 132 112 88 88 96 143 400 344 311 231 192 170" 148 132 108 212 316 371 553 428 353 289 230 189 0.411 0.367 0.300 0.589 0.879 1.03 1.54 1.19 0.98 0.803 0.639 0.525 0.47 0.38 0.35 0.66 1.01 1.15 9,100 February 7.331 6,641 12.615 May 19.430 June 22.076 July 1.78 34,003 August 1.37 26.317 1.09 21.005 October 0.93 . 17.770 November 0.71 0.60 13,686 December 11,621 The year 10.50 201.595 BOW RIVER DRAINAGE BASIN 99 SESSIONAL PAPER No. 25c JUMPIXGPOUXD CREEK NEAR JUMPING POUND. This station was established May 7, 1908. by P. M Sauder. Tt ia located at a traffic bridge on a road diversion on the S.E. X See. 30, Tp. 24, Rge. 4, West 5th Mer., and is about 300 3^ards from Jumping Pound P. O. The gauge, which is a plain staff graduated to feet and hundredths, is attached vertically to the downstream face of tha first pile bent west of the main truss of the bridge. The ^cro (elev. 89.84 is referred to a permanent iron bench mark (assumed elev. 100.00) situated 30 feet northeast of the east end of the bridge. The channel is straight for 600 feet above and 500 feet below the station. The current is sluggish at and above the station, but breaks into rapids about 150 feet below the station. The right bank is composed of gravel and boulders, mixed with clay, and is not liable to overflow. The left bank is similar, but not so high, and is liable to overflow in excessive floods. The bed of the stream is composed of coarse gravel and boulders. It is rough and may shift in flood stages. The stream is divided into several channels during its higher stages by a, pier and pile bents supporting the bridge. At low water stages of the stream discharge measurements are made at wading sections, either above or below the bridge. During higher stages of the stream, discharge measure- ments are made from the down stream side of the bridge. The initial point for soundings is the west side of the right abutment. Distances are marked on the railing of the bridge, at very five feet from the initial point. During 1913, the gauge was read by John Bateman, the postmaster at Jumping Pound. Discharge Measurements of Jumpingpound Creek near Jumping Pound, for 1913 Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. May 17 H. C. Ritchie Feet. 106.0 96.5 97.0 97.5 89.0 a31.0 a42.0 a43.5 a31.0 Sq. ft. 221.0 194.0 192.0 174.0 162.0 36.4 32.8 41.8 34.3 Ft. per sec. 1.17 0.61 0.74 0.46 0.30 1.08 0.85 0.66 1.07 Feet. 2.74 2.40 2.38 2.25 2.06 2.14 2.08 2.09 2.01 Sec.-fl. 257 June 6 H. B. R. Thompson.. 119 July 10 H. C. Ritchie July 25 do 81 Aug. 8 do 49 Sept. 19 do 39 Oct. 3 G. R. Elliott 28 Oct. 17 do 28 Oct. 31 H. C. Ritchie 37 a Width, Area, etc., refers to wading section 400 ft. downstream. 100 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Jumpingpound Creek, near Jumping Pound, for 1913. Day. April. Gauge Height. Dis- charge. May. Gauge Height. Dis- charge. June. July. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1.. 2.. 3. 4. 5. 6., 7. 8. 9., 10., 11. 12., 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. Feet. Sec.-ft. 4.05 4.06 4.10 3.75 3.65 3.40 3.55 3.15 2.75 2.60 2.35 2.55 2.50 2.49 2.36 2.30 2.28 2.25 2.25 2.20 2.15 2.14 2.11 2.11 2.05 196 102 176 156 152 102 85 79 70 70 55 42 40 32 32 22 Feel. 2.05 2.09 2.06 2.04 2.09 2.15 2.20 2.21 2.20 2.30 2.30 2.85 3.05 3.00 2.85 2.70 2.63 2.60 2.50 2.32 2.45 2.40 2.40 2.39 2.39 2.36 2.55 2.55 2.55 2.54 2.53 Sec.-ft. 22 28 24 20 28 42 55 58 55 85 85 315 441 405 315 240 209 196 156 92 137 119 119 116 116 105 176 176 176 172 168 Feet. 2.51 2.49 2.45 2.42 2.40 2.35 2.31 2.36 2.55 2.55 2.60 2.55 2.50 2.48 2.45 2.40 2.30 2.25 2.25 2.75 2.65 2.50 2.35 3.25 3.40 3.25 3.09 3.05 Sec.-ft 160 152 137 126 119 102 88 105 176 176 196 176 156 149 137 119 85 70 70 264 218 156 102 196 288 613 778 613 471 441 Feet. 2.60 2.55 2.60 2.70 2.60 2.59 2.55 2.49 2.43 2.55 2.50 2.49 2.43 2.45 2.41 2.38 2.34 2.29 2.25 2.23 2.20 2.19 2.21 2.21 2.28 2.27 2.25 2.26 2.26 2.23 2.23 Sec.-ft. 196 176 196 240 196 192 176 152 130 176 156 152 130 137 123 112 99 82 70 64 55 53 58 68 79 76 70 73 73 64 64 a Ice conditions to April 14 not sufficient data to compute discharge. BOW RIVER DRAINAGE BASIN 101 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Jumpingpound Creek, near Jumping Pound, for 1913. — Concluded. Day. August. September. October. Gauge Height. Dis- charge. Gauge Dis- Height. charge. Gauge Height. Dis- charge. 1 Feet. 2.22 2.21 2.20 2.19 2.17 2.15 2.17 2.55 2.59 2.60 2.65 2.71 2.80 2.95 2.60 2.51 2.55 2.53 2.51 2.49 2.43 2.40 2.36 2.33 2.30 2.28 2.30 2.25 2.25 2.24 2.50 Sec.-ft. 61 58 55 53 48 42 48' 176 192 196 218 245 288 374 196 176 176 168 160 152 130 119 105 95 85 79 85 70 70 67 156 Feet. 2.45 2.35 2.35 2.34 2.34 2.33 2.32 2.30 2.20 2.15 2.05 2.05 2.04 2.05 2.04 2.04 2.04 2.05 2.15 2.14 2.19 2.10 2.25 2.20 2.15 2.15 2.10 2.10 2.08 2.05 Sec.-ft. 137 102 102 99 99 95 92 85 55 42 22 22 20 22 20 20 20 22 42 40 53 30 70 55 42 42 30 30 27 22 Feet. 2.10 2.10 2.09 2.08 2.08 2.08 2.07 2.07 2.07 2.06 2.06 2.06 2.07 2.07 2.07 2.09 2.08 2.07 2.06 2.06 2.06 2.07 2.07 2.07 2.06 2.06 2.05 2.04 2.03 2.04 2.01 Sec.-ft. 30 2 30 3 28 4 27 5 27 6 27 7 25 8 25 9 25 10 24 11 24 12 24 13 .• 25 14 25 15 25 16 27 17 25 18 25 19 24 20 24 21 24 25 22 25 25 25 27 27 24 27 27 28 30 37 29 31 Monthly Discharge of Jumpingpound Creek near Jumping Pound, for 1913. (Drainage area 181 square miles). Month. Discharge in Second-Feet. Maximum. Minimum. Mean. Per square Mile. Run-Off. Depth in inches on Drainage Area. Total in Acre-feet. April (15 to 30). May June July August September October 196 441 778 240 374 137 32 22 20 70 53 42 20 24 144 221 119 134 52 26 0.486 0.796 1.22 0.657 0.740 0.287 0.144 The period. 0.29 0.92 1.36 0.76 0.85 0.32 0.17 4.67 2,792 8,854 13.150 7,317 8,239 3,094 1,599 45,045 102 STREAM MEASUREMENTS, 1913 BOW RIVER AT CALGARY 4 GEORGE v., A. 1914 This station was established on November 25, 1910, by H. R. Carseallen. It is located at the Langevln traffic bridge, on Fourth Street East, in theN.E. % Sec. 15, Tp. 24, Rge. 1, W. 5th Mer., two miles above the original station at the Gushing bridge, established May 5, 1908 by P. M. Sauder. As the cross-section at the Langevin bridge was affected by some old bridge piers, a plain staff gauge was at first fixed to a breakwater several hundred feet upstream fromthe bridge but on November 14, 1911, a chain gauge was established on the Langevin bridge and the observations have been made with it since that date. This gauge, which is of the standard chain type, is fixed to the floor of the bridge at a point about the centre of the downstream side of the north span. The length of the chain from the bottom of the weight to the marker is 22.28 feet. The zero of the gauge (elevation 82.59) is referred to a permanent iron bench mark (assumed elevation 100.00) situated at the intersection of Second and Third Avenues and about 60 feet west of First Street East. There is a gauge embedded in the cement on the north side of the centre pier, (whose zero is 87.20 above the same assumed datum), which is usually used to check the chain gauge. The river flows in one channel at all stages. It is almost straight for about half a mile above and a quarter of a mile below the station. Both banks are low but are not liable to overflow. The bed of the stream is composed of coarsfe gravel and may shift in flood stages of the stream. Discharge measurements are made from the downstream side of the bridge, which is a two span steel structure supported by concrete abutments and a pier. The initial point for soundings is the south face of the left abutment. During 1913 the gauge was read by C A. Lang. Discharge Measurements of Bow River at Calgary, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. 1 \ Discharge. i Jan. Jan. Feb 9 F. R. Burfield do Feet. 259.5 451.0 262.0 252.0 283.0 270.0 274.0 288.0 292.0 325.0 321.8 310.0 307.0 318.0 304.0 300.0 296.0 283.0 289.0 295.0 308.0 55. ft. 744 662 893 728 861 456 829 946 983 2,008 1,734 1,653 1,549 1,778 1,401 1,405 1,307 1,148 1,012 1,059 821 Ft. per sec. 1.41 1.91 1.02 1.50 1.78 1.90 1.46 2.21 2.35 5.33 4.61 5.09 3.89 4.53 3.64 3.98 3.37 2.78 2.32 1.91 2.15 Feet. 5.10 6.80 6.02 6.00 5.97 4.98 5.30 4.19 4.26 7.53 6.21 6.28 5.91 6.30 5.52 5.60 5.21 4.75 4.32 4.09 4.04 j Sec.-ft. 1,052 25-27 ' 1,267 6 V. Meek 908 Feb 21 H. C. Ritchie 1,192 Mar. 7 do 1,539 20 4 V. Meek 864 April April May June July July .A.ug. H. C. Ritchie 1,210 23 do 2.095 21 do 2,313 10 H. B. R. Thompson 10,711 12 P. H. Daniells 7,991 24 do 8,407 4 . do 6,022 16 do 8,069 29 do 5,108 Sept. 10 do ; 5,582 Sept. Sept. Oct. 20 do ' 4,416 29 do 3.182 23 ■ 2.354 5 G. H. Whyte 2.017 Dec. 18 J. S. Tempest i 1,703 BOW RIVER DRAIXAGE BASIN 103 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Bow River at Calgarj-, for 1913. January. Gauge Height. Dis- charge. February. March. Gauge Height. Feel. I Sec. -ft. 1 b 4 . 55 2 4.46 3 I 4.42 4 I 4 . 67 5 ! 4 . 86 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 4.88 ; 4.92 4.96 I 5.12 j 5.16 4.99 I 5.11 I 5.25 I 5.36 5.67 6.50 6.68 6.72 6.65 7.02 93 ^1 I 73 62 51 23 1,003 1.015 1.025 1,035 1,045 1.055 1,065 1,070 1,052 1,064 1,041 1,020 1,060 1,105 1,140 1,120 1,112 1,110 1,090 1,070 1.180 1,230 1,190 1,235 1,267 1,260 1,270 1.210 1,185 1,170 1,165 Feel. 5.56 5.53 5.48 5.40 5.80 5.58 6.05 6.07 6.10 6.15 6.30 6.36 6.47 6.45 6.39 6.31 6.20 6.14 6.11 6.05 Dis- charge. Gauge Dis- Height. charge. April. Gauge Dis- Height. charge. Sec.-fl. Feel. 1.060 i a 5.72 1,020 1.000 960 910 908 1,020 1,060 1,100 1,115 1,180 1,210 1,250 1,245 1,242 1,236 1,228 1,220 1,210 1,200 1.192 1,150 1,130 1,110 1,130 1,080 1.12P 1.200 5.94 6.15 6.25 6.25 6.30 6.22 5.88 5.78 5.58 5.52 5.54 5.22 4.72 4.98 5.12 5.25 5.05 5.08 5.02 a 5. 10 a5.18 a 5.25 5.32 5.34 5.15 Sec.-fl. Feel. 1 Sec.-fl. 1,295 1,370 1,380 1,410 1,440 1,420 1.539 1,495 1,460 1,435 1,415 1,430 1,310 1,210 1,220 1,165 1,100 1,020 1,020 864 910 903 884 910 880 930 1,030 1,090 1,150 1,140 1,126 5.36 5.50 5.53 5.38 5.47 5.63 5.56 a5.36 5.16 5.20 4.70 4.61 4.54 4.96 C4.30 4.34 4.29 4.19 4.09 4.00 4.00 4.00 4.02 3.96 3.90 1.180 1,214 1,224 1,210 1,195 1,180 1,200 1,185 1,260 1,350 1,440 1,530 1,620 1,720 1,810 1,900 1,990 2,080 2,170 2,310 2,388 2.291 2,102 1,923 1,770 1,770 1,770 1,804 1,706 1,610 May. Gauge Height. Dis- charge. June. Gauge I Dis- Height I charge. Feet. 3.93 3.93 3.92 3.96 3.96 3.94 3.92 3.87 3.91 4.02 4.36 4.64 5.12 5.06 4.61 5.18 5.50 5.71 6.03 6.31 6.50 Sec.-fl. 1,658 1,658 1,642 1,706 1,706 1,674 1,642 1,565 1,626 1,804 2,427 2,994 4,082 3,932 2,931 2,766 2,408 2,177 2,330 2,177 2,215 2,466 2,625 3,423 3,670 4,238 5,190 5,928 7,190 8,310 9,070 Feel. Sec.-fl. 6.69 6.81 7.05 6.99 7.11 7.19 7.11 7.34 7.49 7.70 7.86 7.90 7.00 0.95 6.68 6.60 9,830 10,310 11,270 11.030 j 11,510 I 11,830 111,510 i 12,430 13,030 I 13,870 14,510 14,670 14,270 14,110 12,470 11,830 10,870 9,710' 8,550 8,470 11,070 10,870 9,790 9,470 6.84 10,430 7.08 11.390 7.32 12,350 7.35 12.470 a 7. 17 11,750 6.99 11,030 a Gauge height interpolated. b to c. Ice conditions. 104 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Bow River at Calgary, for 1913. — Concluded. Day. July. August . September. October. November. December. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. < Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge . 1 Feel. 6.96 6.90 6.88 6.62 6.43 6.22 6.16 6.30 6.41 6.22 6.18 6.24 6.15 6.06 5.94 5.75 5.59 5.51 5.43 5.40 5.63 5.95 6.15 6.32 6.26 6.21 6.20 6.15 6.13 6.07 5.93 Sec.-ft. 10.910 10.670 10.590 9,550 8.790 7.950 7.710 8,270 8,710 7,950 7,790 8,030 7,670 7.310 6.830 6,080 5,496 5,224 4.966 4.870 5.638 6.870 7.670 8.350 8,110 7.910 7.870 7.670 7.590 7.350 6.790 Feet. 5.84 5.79 5.75 6.10 5.98 5.93 5.83 5.90 6.10 a6.31 6.51 6.34 6.37 6.55 6.50 6.31 6.10 6.06 6.00 5.94 5.84 5.71 5.62 5.50 5.62 5.60 5.61 5.61 5.57 5.55 5.48 Sec.-ft. 6.430 6.232 6.080 7.470 6.990 6.790 6.390 6,670 7,470 8.310 9.110 8.430 8.550 9.270 9.070 8.310 7.470 7.310 7.070 6.830 6.430 5.928 5.602 5.190 5.602 5.530 5.566 5,566 5,428 5,360 5,126 Feet. 5.63 5.59 5.45 5.30 5.51 6.24 6.10 6.05 5 70 5.65 5.65 5.50 5.40 5.26 5.33 5.28 5.18 5.11 5.12 5.20 5.08 5.09 5.04 4.97 4.93 4.87 4.76 4.72 4.77 4.75 Sec.-ft. 5.638 5.496 5.030 4.570 5.224 8,030 7.470 7.270 5.890 5.710 5.710 5.190 4.870 4,458 4,660 4,514 4,238 4,056 4,082 4,290 3,981 4,005 3,907 3,716 3.624 3.489 3.249 3,163 3,270 3,228 Feel. 4.75 4.70 4.69 4.75 4.76 4.75 4.62 4.61 4 52 4.44 4.54 4.41 4.54 4.49 4.50 4.51 4.53 4.50 4.39 4.44 4.35 4.39 4.23 4.25 4.35 4.23 4.20 4.25 4.20 4.20 4.20 Sec.-ft. 3,228 3,120 3,099 3,228 3.249 3.228 2,952 2,931 2.746 2,585 2.787 2.525 2.787 2.685 2,705 2,726 2,766 2,705 2,486 2,585 2.408 2.486 2.177 2.215 2,408 2.177 2.120 2.215 2.120 2.120 2.120 Feet. 4.00 4.06 4.18 4.23 4.20 4.14 4.11 4.21 4.12 4.18 4.13 4.05 4.12 4.04 4.09 4.03 4.14 4.14 4.12 4.11 3.98 3.66 3.87 4.00 4.40 4.36 4.16 4.13 4.02 4.04 Sec.-ft. 1,770 1,872 2,084 2.177 2.120 2.012 1,958 2,139 1,976 2,084 1,994 1,855 1,976 1,838 1,923 1.821 2.012 2.012 1.976 1.958 1,738 1,268 1.565 1.770 2,505 2.427 2.048 1,994 1,804 1,838 Feel. 4.13 4.00 3.78 3.33 3.85 3.93 3.99 4.13 4.21 4.04 4.13 4.20 4.26 4.26 4.20 4.13 4.11 d4.04 4.01 3.91 3.93 3.91 4.00 3.88 3.78 3.74 4.31 4.39 4.61 4.31 e4.81 Sec.-ft. 1,994 2 1,770 3 1,432 4 890 5 1.535 6 1,658 7 1,754 8 1,994 9 2,139 10 1,838 11 12 1,994 2,120 13 2,234 14 2,234 15 2.120 16 1,994 17 1,958 18 1,703 19 1,690 20 21 1,680 1,655 22 1,657 23 1.625 24 1.658 25 1,678 26 1,740 27 1,765 28 1,800 29 1,760 30 1,755 31 1.775 1 1 a Gauge height interpolated. d to e Ice conditions. Monthly Discharge of Bow River at Calgary, for 1913. (Drainage area 3056 square miles.) Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square MUe. Depth in inches on Drainage Area. Total in Acre-feet. 1.270 1.250 1.539 2.380 9.070 14.670 10.910 9.270 8.030 3.249 2,505 2,234 1,003 908 864 1.180 1,565 8,470 4.870 5.126 3.163 2.120 1,268 890 1.118 1,124 1.192 1,663 3,201 11,557 7.651 6.825 4.561 2.635 1,951 1.794 0.366 0.368 0.390 0.544 1.05 3.78 2.50 2.23 1.49 0.862 0.638 0.587 0.42 0.38 0.45 0.61 1.21 4.22 2.88 2.57 1.66 0.99 0.71 0.68 68.744 February March April May 62.424 73.294 98,955 196.822 687.684 July August September 470.442 419.655 271,399 162.020 116.090 110.308 16.78 2,737,837 ! SESSIONAL PAPER No. 25c BOW RIVER DRAINAGE BASIN ELBOW RIVER AT CALGARY. 105 This station was established ]May 8, 1908, by P. M. Sauder. It is located at the traffic bridge between Eleventh and Twelfth Avenues East, in the S.W. i Sec. 18, Tp. 24, Rge. 1, W. 5thi ISIer. The gauge, which is of the standard chain type, is fixed to the side- walk on the upstream side of the bridge. The zero (elev. 84.75) is referred to a bench mark (assumed elev. 100.00) on the extreme upstream corner of the cement wing wall of the left abutment of the bridge. The length of the chain from the bottom of the weight to the marker is 16.03 feet. The stream is confined to one channel. Both banks are high and do not overflow. The bed of the stream is composed of boulders and gravel and is not liable to change at the station, but may do so fai'ther up the stream where there is a small ripple. The channel is straight for about 500 feet below and 50 feet above the station. The current is swift at all stages of the stream. This station is so close to the mouth of the river that there will be backwater at the gauge when the Bow River is in flood. Discharge measurements are made by means of a cable-car, tagged wire, and stay wire. The initial point for soundings is the zero of the tagged wire, at its fastening to the cable support, on the left bank. During 1913, the gauge was read by Mrs. I. S. White. There are no tributaries below this station and there is no water diverted from the river except that used by the City of Calgary, whose intake is about eleven miles west of Calgarj^ Discharge Measurements of Elbow River at Calgary, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. Jan. 20 F. R. Burfield Feet. 117 115 121 95 110 120 131 137 140 136 137 132 140 139 132 128 127 129 124 129 125 125 123 68 Sq.-ft. 152.8 173.4 189.0 181.0 204.0 224.0 288.0 345.0 420.0 346.4 353.1 312.0 420.0 305.0 318.0 271.0 259.0 254.0 252.0 254.0 237.0 225.0 212.0 52.0 Ft. per sec. 0.64 0.72 0.66 0.71 0.69 0.70 1.04 1.51 2.17 1.42 1.46 1.17 2.00 1.20 1.12 1.03 0.91 0.98 1.01 0.98 0.70 0.72 0.55 1.44 Feet. 1.72 1.80 1.79 1.81 1.91 1.93 2.17 2.46 3.24 2.57 2.65 2.40 3.07 2.37 2.34 2.09 2.08 2.01 2.04 2.01 1.88 1.88 1.87 1.63 Sec.-ft. 98 Jan. 28 do 126 Feb. 5 V. Meek 124 Feb. 22 H. C. Ritchie 128 Mar. 8 do . . ... 141 April 5 do 158 April 23 do 298 Vlay 22 do 521 June 11 H. B. R. Thompson 910 July 11 P. H. Daniells 491 July 23 do 517 Aug. 6 do .::..:: 365 Aug. 15 do 839 Aug. 28 do . . 366 Sept. 11 do 378 Sept. 20 do 280 Sept. 29 do 236 Oct. 22 241 Nov. 14 do 255 Nov. 22 do 241 Dec. 9 J. S. Tempest. 167 Dec.. 12 do 164 Dec. 19 do 118 Der, 23 do 76 106 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Elbow River at Calgary, for 1913. January. February. March. April. May. June. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feel. 1.58 1.59 1.63 1.65 1.69 1.62 1.61 1.59 1.58 1.57 1.80 1.79 1.76 1.77 1.81 1.86 1.78 1.77 1.83 1.70 1.68 1.87 1.76 1.69 1.77 1.88 1.86 1.85 1.74 1.79 1.74 Sec.-fl. 80 78 76 74 72 69 67 80 89 82 78 74 74 83 83 79 82 81 80 98 97 110 103 112 124 120 129 126 122 126 122 Feet. 1.75 1.78 1.82 1.77 1.75 1.71 1.64 1.68 J .67 1.67 1.68 1.65 1.68 1.67 1.68 1.71 1.76 1.77 1.78 1.78 1.77 1.80 1.84 1.79 1.79 1.76 1.74 1.76 Sec.-fl. 125 129 120 118 124 127 130 122 126 132 124 130 136 138 134 131 127 124 129 131 130 128 126 120 116 118 116 114 Feet. 1.76 1.79 1.81 1.80 1.80 1.84 1.87 1.91 1.98 1.91 1.92 1.97 1.86 1.84 1.85 1.84 1.84 1.82 1.74 1.74 1.74 1.75 1.73 1.76 1.74 1.74 1.75 1.78 1.77 1.81 1.84 Sec.-fl. 116 120 123 124 124 128 134 146 183 146 151 178 121 111 116 111 111 102 66 66 66 70 62 74 66 66 70 83 79 97 111 Feel. 1.89 1.90 1.89 1.92 1.94 1.95 2.06 2.23 2.16 2.23 2.46 2.64 2.87 3.04 3.27 2.75 2.58 2.49 2.45 2.51 2.43 2 32 2.17 2.20 2.06 2.03 2.01 2.04 2.03 1.98 Sec.-fl. 136 141 136 151 162 167 228 340 291 340 524 676 869 1,012 1,205 768 625 550 516 566 499 408 298 318 228 211 200 216 211 183 Feet. 1.97 2.00 2.00 2.01 1.96 1.98 2.05 2.08 2.04 2.10 2.66 2.67 3.16 3.08 2.94 2.71 2.83 2.67 2.46 2.38 2.35 2.45 2.44 2.45 2.50 2.55 2.73 2.80 2.96 2.98 2.80 Sec.-fl. 178 194 194 200 172 183 222 240 216 252 692 701 1,112 1.045 928 734 835 701 524 457 432 516 494 492 524 552 695 742 865 872 704 Feel. 2.86 2.84 2.84 2.71 2.84 2.80 2.81 2.71 2.67 2.85 3.20 3.19 3.12 3.00 2.79 2.75 2.60 2.54 2.53 2.71 2.80 2.68 2.59 2.55 2.70 3.32 3.46 3.58 3.40 3.31 Sec.-fl. 742 2 3 4 5 5 7 8 . . . . 712 700 578 676 630 624 530 9 10 485 625 11 12 13 14 15 16 905 898 849 765 618 591 17 495 18 461 19 20 21 22 23 24 25 26 27 28 29 455 565 625 545 489 466 558 989 1,087 ■ 1,171 1.045 30 982 31 BOW RIVER DRAINAGE BASIN 107 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Elbow River, at Calgary, for 1913. — Conduded. Day. July. August. September. October. November. December. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 2 3 4 5 6 Feet. 3.28 3.18 3.09 2.84 ~ 2.76 2.63 2.55 2.51 2.57 2.54 2.53 2.52 2.63 2.54 2.47 2.44 2.39 2.35 2:31 2.24 2.22 2.41 2.52 2.51 2.46 2.42 2.40 2.38 2.35 2.35 2.40 Sec.-fl. 961 891 828 653 598 514 466 444 478 461 455 450 514 461 424 409 387 369 352 324 317 396 450 444 419 400 391 382 369 369 391 Feet. 2.43 2.38 2.30 2.41 2.48 2.46 2.38 2.36 2.43 3.86 3.37 3.31 3.19 3.16 3.10 2.81 2.76 2.89 2.76 2.73 2.69 2.60 2.47 2.54 2.51 2.46 2.44 2.43 2.35 2.33 2.33 Sec.-ft. 405 382 348 396 429 419 382 373 405 1,367 1.024 982 898 877 835 632 598 688 598 578 552 495 424 461 444 419 409 405 369 361 361 Feet. 2.29 2.40 2.36 2.29 2.44 2.54 2.47 2.40 2.42 2.42 2.32 2.22 2.14 2.16 2.23 2.20 2.19 2.17 2.18 2.13 2.08 2.10 2.10 2.08 2.04 2.03 2.03 2.01 2.01 2.02 Sec.-ft. 344 391 373 344 409 461 424 391 400 400 356 317 288 295 320 309 305 298 302 284 268 274 274 268 255 252 252 245 245 248 Feet. 2.03 2.05 2.03 2.05 2.02 2.02 2.01 2.01 2.01 2.02 2.01 2.00 1.99 2.08 2.06 2.05 2.00 1.98 1.98 2.07 2.05 2.02 2.00 2.00 2.00 1.99 2.02 2.01 1.99 1.99 1.99 .Sec.-ft. 252 258 252 258 248 248 245 245 245 248 245 242 239 268 261 258 242 236 236 264 258 248 242 242 242 239 248 245 239 239 239 Feet. 1.99 1.98 1.98 1.98 1.98 1.98 1.98 1.97 1.97 1.97 1.97 1.97 1.97 2.08 1.98 1.91 1.90 2.00 2.02 1.92 1.89 1.99 1.90 1.97 1.98 1.92 1.95 1.92 1.90 1.89 Sec.-ft. 239 236 236 236 236 236 236 234 234 234 234 234 234 268 236 218 215 242 248 220 213 239 225 234 233 221 218 214 206 198 Feet. 1.91 1.92 1.90 1.86 1.85 1.85 1.85 1.85 1.81 1.87 1.89 1.92 1.87 1.98 1.86 1.82 1.81 1.81 1.88 1.68 1.69 1.63 1.63 1.63 1.60 1.53 1.54 1.57 1.70 1.80 1.77 Sec.-fl. 200 200 194 188 182 182 183 8 178 9 10 11 167 172 168 12 13 164 158 14 163 15 170 16 164 17 156 18 19 20 21 :... 138 118 118 109 . 22 23 24 25 26 27 28 29 88 76 76 74 69 70 74 84 30 100 31 95 Monthly Discharge of Elbow River at Calgary, for 1913. (Drainage area 482 square miles.) January. . . February. . March April May June July August. . . . September. October November. December. . The year. Discharge in Second-Feet. Maximum, 129 138 183 1.205 1,112 1,171 961 1,367 461 268 268 200 67 114 62 136 172 455 317 348 245 236 198 69 Mean. 92.6 126.0 107.0 406.0 538.0 695.0 476.0 559.0 320.0 247.0 230.0 138.0 Per square Mile. 0.192 0.261 0.222 0.842 1.120 1.444 0.988 1.160 0.664 0.512 0.477 0.286 Run-Off. Depth in inches on Drainage Area. 0.22 0.27 0.26 0.94 1.29 1.61 1.14 1.34 0.74 0.59 0.53 0.33 Total in Acre- feet. 9.26 5,694 6,998 6,579 24,159 33.080 41.355 29,268 34,372 19,041 15.187 13.686 8,485 237,904 NOSE CREEK NEAR CALGARY. This station was established April 24, 1911, by H. C. Ritchie. It is located at the traffic bridge on the N.W. '4 Sec. 13, Tp. 24, Rge. 1, W. 5th Mer. The station is about one and one-half miles east of the centre of the city and about one quarter mile above the junction of Nose Creek with Bow River. No. 2.5e.— 8 108 STREAM MEASUREMENTS, 1913 GEORGE v., A. 1914 The gauge, wbich is a plain staff graduated to feet and hundredths, is spiked to the upstream face of the upper pile of a row near the left bank. The zero (elev. 92.81) is referred to a permanent iron bench mark (assumed elev. 100.00) on the left bank near the end of the bridge. The channel is straight for about 50 feet above and 150 feet below the station. A small island just below the bridge divides the stream into two channels in low water and causes cross-currents at the bridge. Both banks are high, steep, gravelly and clear of brush. The bed of the stream is composed of coarse gravel. Discharge measurements are made from the downstream side of the bridge at high stages and at a wading section downstream in low water. During 1913, the gauge was read by C. A. Lang. Discharge Measurements of Nose Creek near Calgary, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. 24 H. C. Ritchie Feet. 23.0 25.0 22.0 22.2 18.5 28.0 23.0 22.0 20.3 26.0 Sq.ft. 18.6 24.4 17.5 19.4 17.0 28.8 19.4 16.0 16.1 16.0 Ft. per sec. 1.30 1.77 1.58 0.84 0.75 1.51 0.84 0.99 0.74 0.91 Feet. 1.90 2.01 1.94 1.88 1.82 1.96 1.85 1.82 1.78 1.80 Sec.-ft. 24.0 22 . . do 43.0 July 16 25 P. H. Daniells 28.0 July do 16.2 5 do 12.6 16 27 9 do 43.0 do 16.2 Sept. do 15.6 Sept. 19 24 do 12.0 Oct. F. R. Steinberger 14.5 Daily Gauge Height and Discharge of Nose Creek, near Calgary, for 1913. April. May. June. Day. Gauge Height. Dis- charge. Gauge Height Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feet. 1.86 1.85 1.88 1.86 1.86 1.84 1.85 1.89 1.90 1.96 2.16 2.45 2.55 2.54 2.35 2.35 2.37 2.27a 2.18 2.13 2.04 2.01 1.97 1.96 1.96 1.94 1.91 1.87 1.91 1.87 Sec.-ft. 17.2 16.2 19.3 17.2 17.2 15.6 16.2 20.0 21.0 32.0 80.0 152.0 177.0 174.0 127.0 127.0 132.0 108.0 85.0 73.0 50.0 43.0 34.0 32.0 32.0 28.0 23.0 18.3 23.0 18.3 Feet. 1.85 1.85 1.85 1.84 1.87 1.90 1.88 1.86 1.87 1.87 2.04 2.11 2.03 1.94 1.91 1.87 1.81 1.77 1.79 2.03 2.06 2.06 1.96 1.93 1.96 2.06 2.24 2.51 2.470 2.43 Sec.-ft. 16.2 2 :::::■■ ::;::::: 16.2 3 16.2 4 15.6 5 18.3 6 21.0 7 19.3 8 17.2 9 18.3 10 2.55 2.63 2.75 2.70a 2.65 2.26 2.24 2.14 2.17 2.12 2.04 1.98 1.98 1.90 1.87 1.84 1.86 1.85 1.84 1.86 1.86 177.0 197.0 227.0 214.0 202.0 105.0 100.0 75.0 83.0 70.0 50.0 36.0 36.0 21.0 18.3 15.6 17.2 16.2 15.6 17.2 17.2 18.3 11 50.0 12 68.0 13 48.0 14 28.0 15 23.0 16 18.3 17 13.6 18 11.6 19 12.5 20 48.0 21 66.0 22 66.0 23 32.0 24 26.0 25 32.0 26 56.0 27 100.0 28 167.0 29 157.0 30 147.0 31 1.85 16.2 1 a Gauge height interpolated. BOW RIVER DRAINAGE BASIN 109 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Nose Creek, neax Calgary, for 1913. — Concluded. July. August. September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Di.s- charge. 1 Feet. 2.38 2.31 2.27 2.21 2.15 2.10 2.03 1.98 1.95 1.90 1.87 1.91 1.89 1.93 1.93 1.94 1.96 1.96 1.95 1.93 1.91 1.90 1.90 1.88 1.86 1.85 1.84 1.83 1.85 1.85 1.85 Sec.-ft. 135.0 118.0 108.0 93.0 78.0 65.0 48.0 36.0 29.0 21.0 18.3 23.0 20.0 26.0 26.0 28.0 32.0 32.0 29.0 26.0 23.0 21.0 21.0 19.3 17.2 16.2 15.6 14.9 16.2 16.2 16.2 Feet. 1.83 1.81 1.81 1.79 1.82 1.82 1.76 1.75 1.78 1.82 1.84 1.85 1.93 1.95 1.95 1.95 1.98 1.94 1.92 1.91 1.91 1.88 1.86 1.84 1.83 1.82 1.80 1.82 1.80 1.84 1.88 Sec.-ft. 14.9 13.6 13.6 12.5 14.3 14.3 11.2 10.7 12.1 14.3 15.6 16.2 26.0 29.0 29.0 29.0 36.0 28.0 25.0 23.0 23.0 19.3 17.2 15.6 14.9 14.3 13.0 14.3 13.0 15.6 19.3 Feet. 1.94 1.94 1.95 1.94 1.91 1.87 1.85 1.83 1.83 1.82 1.82 1.80 1.80 1.79 1.79 1.79 1.78 1.78 1.78 1.78 1.78 1.78 1.78 1.76 1.74 1.74 1.74 1.74 1.74 1.74 Sec.-ft. 28.0 28.0 29.0 28.0 23.0 18.3 16.2 14.9 14.9 14.3 14.3 13.0 13.0 12.5 12.5 12.5 12.1 12.1 12.1 12.1 12.1 12.1 12.1 11.2 10.4 10.4 10.4 10.4 10.4 10.4 Feet. 1.74 1.74 1.74 1.74 1.74 1.74 1.74 1.73 1.73 1.76 1.76 1.76 1.75 1.75 1.75 1.75 1.75 1.75 1.75 1.77 1.77 1.77 1.77 1.77 1.77 1.77 1.75 1.75 1.75 1.75 1.75 Sec.-ft. 10 4 2 10 4 S 10 4 4 10 4 5 10 4 6 10 4 7 10 4 8 10 1 9 10 1 10 11 2 11 11 2 12 11 2 13 10 7 14 10 7 15 10 7 16 10 7 17 10 7 18 10 7 19 10 7 20 . 11 6 11 6 22 11 6 11 6 24 11 6 11.6 11 6 27 10 7 28 10 7 29 10 7 30 10 7 31 10 7 MoxTHLY Discharge of Nose Creek near Calgary, for 1913. (Drainage area 294 square miles). Month. April (10.30). May June July August September. . . October The period. Discharge in Second-Feet. Maximum, 227 177 167 135 36 29 11.6 Minimum. Mean. 15.6 15.6 11.6 14.9 10.7 10.4 10.1 81.4 56.3 44.2 38.3 18.3 15.0 10.8 Per square MUe. 0.277 0.191 0.150 0.130 0.062 0.051 0.037 Run-Off. Depth in inches on Drainage Area. 0.216 0.220 0.167 0.150 0.072 0.057 0.043 0.925 Total in Acre-feet. 3,391 3.462 2,630 2.355 1,125 893 664 14.520 No. 2.53.— 81 no STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 CANADIAN PACIFIC R.\ILWAY COMPANY CANAL AT OGDEN. This station was established May 18, 1911, by H. C. Ritchie. It is located at Bridge No. 3, about six miles below the headworks of main canal "A". It is on the N.E. % Sec. 21, Tp. 23, Rge. 29, W. 4th Mer., one half mile from Ogden Post OfBce. The gauge, which is a plain staff graduated to feet and hundredths, is fastened in a wooden bay at the left bank, 100 feet upstream from the bridge. The gauge is referred to an iron post in the left bank, two feet from the lower end of the left abutment (elev. 13.35 above the zero of the gauge). The channel is straight for about 300 feet above and 500 feet below the station. The banks are high, composed of clay and cut to a uniform slope. The bed is also composed of clay. The current is moderate and uniform. Discharge measurements are made from the downstream side of the bridge, which is a wooden structure supported by piles. The initial point for soundings is a spike driven into the rail at the inner face of the left abutment. The gauge was read during 1913 by A. Hatcher for the Canadian Pacific Railway Company. An automatic gauge is maintained by the Company and is situated in the same position as the staff gauge. The readings of the automatic gauge were used as a cheek upon the observer's readings. Discharge Measurements of Canadian Pacific Railway Company Irrigation Canal at Ogden, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. May 23 H. C. Ritchie. . . ... Feet. 52.0 55.0 53.0 60.3 58.0 44.0 56.5 56.0 58.0 63.0 50.0 Sq. fl. 87.0 135.0 104.0 170.8 180.3 62.0 98.0 133.0 137.0 203.0 41.4 Ft. per sec. 1.75 1.75 1.87 2.11 2.17 1.11 1.36 1.58 1.66 2.25 0.72 Feet. 1.80 2.57 2.06 3.15 3.32 1.45 1.91 2.55 2.65 3,95 0.70 Sec.-ft. 152 June 12 June 24 H. B. R. Thompson do 235 196 July 14 July 25 P. H. Daniells do 360 392 .Aug. 5 . . . . do 69 -Aug. 18 -Aug. 27 do do 134 210 Sept. 9 do 228 Sept. 19 Sept. 30 do do 455 30 BOW RIVER DRAINAGE BASIN 111 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Canadian Pacific Railwaj' Company Irrigation C^nal at Ogden, for 1913. April. May. June. D.\Y. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Dis- Height. charge. 1 Feet. Sec.-ft. 1 Feet. ! Sec.-ft. 2.60 1 276 2.60 276 2.65 I 284 2.65 284 2.65 284 2.65 1 284 2.60 276 2.60 276 2.80 1 307 3.00 338 3.05 ' 346 3.05 346 3.00 338 3.20 1 369 2.25 j 222 2.20 215 2.20 215 1.85 161 1.80 153 1.80 153 1.80 153 1.80 153 1.90 169 2.00 184 2.10 199 2.10 199 2.05 192 Feet. 1.65 1.70 1.70 2.05 2.11a 2.18 2.25 2.30 2.40 2.30 2.30a 2.30a 2.30 2.25 2.30 2.25 2.20 2.20 1.80 1.90 2.15 2.10 2.20 1.90 1.92a 1.95 ' 2.15 ; 2.20 1.50 1.50 Sec.-ft. 130 2 138 3 138 4 192 5 . 201 6 212 7 222 8 230 9 246 10 230 11 230 12 230 13 230 14 222 15 230 16 222 17 215 18 215 19 153 20 169 21 207 199 23 215 169 25 172 26 2.306 230 176 2.40 246 207 28 30 31 2.50 2.40 2.50 261 246 261 2.00 2.00 1.65 1.65 184 184 130 130 215 107 107 Gauge height interpolated. Head gates opened. 112 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Canadian Pacific Railway Company Irrigation Canal, at Ogden, for 1913. — Concluded. July. August. September. October. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- cbarge 1 Feel. 1.50 1.70 1.70 1.60 1.50 al.45 1.40 1.40 1.95 a2.60 3.25 3.25 a3.15 3.05 2.50 1.80 al.70 1.60 al.85 2.10 2.10 2.70 a2.90 3.10 3.10 3.25 a3.25 3.25 aS.lO 2.25 2.10 Sec.-ft. 107 138 138 122 107 99 92 92 176 276 376 376 361 346 261 153 138 122 161 199 199 292 323 353 353 376 376 376 302 168 147 Feet. 2.00 1.85 .90 1.00 1.10 1.05 1.05 1.30 2.00 2.60 2.50 2.50 2.40 2.60 2.70 1.65 1.50 1.55 1.10 1.10 1.00 1.20 .95 1.75 2.20 2.30 2.40 2.30 2.40 2.30 2.20 Sec.-ft. 135 117 39 45 51 48 48 66 135 220 204 204 189 220 236 96 82 86 51 51 45 58 42 106 161 175 189 175 189 175 161 Feet. 2.20 2.20 2.40 2.40 2.30 2.20 2.60 2.75 2.60 2.55 2.40 2.30 3.90 3.80 3.80 3.75 3.60 3.50 3.75 3.70 2.70 2.80 3.80 3.90 3.75 3.60 3.60 2.50 1.50 0.75 Sec.-ft. 161 161 189 189 175 161 220 244 220 212 189 175 446 428 428 419 392 374 419 410 236 252 428 446 419 392 392 204 82 32 Feet. 0.50 b Sec.-ft. 22 2 3 4 5 6 7 8 .. . 9 10 11 . 12 13 14 15 16 17 . 18 19 20 . . 21 22 23 . . 24 27 . . . 29 31 Gauge height interpolated. Head gates closed. Monthly Discharge of Canadian Pacific Railway Company Irrigation Canal, at Ogden, for 1913. Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square MUe. Depth in inches on Drainage Area. Total in Acre-feet. April (26-30) 261 369 246 376 236 446 22 230 130 107 92 39 32 22 249 238 194 229 123 283 22 2.469 1 14,634 11,544 July 14,081 7,563 16,840 44 The period 67.175 FISH CREEK NEAR PRIDDIS. This station was established IMay 13, 1907, by P. M. Sauder. It is on the S.W. '4 Sec. 26, Tp. 22, Rge. 3, W. 5th Mer., about one mile from Priddis, and near Perceval's buildings. A plain staff gauge, graduated to feet and hundredths, is placed vertically at the left bank, about 200 yards north of Mr. Perceval's house. The zero of the gauge (elev. 90.81) is referred to a permanent iron bench mark (assumed elev. 109.00) situated 36 feet west and a little south of the gauge. BOW RIVER DRAINAGE BASIN 113 SESSIONAL PAPER No. 25c The channel is straight for 300 feet above and 150 feet below the station. The left bank is high, and will not overflow. The right bank is low, covered with brush and timber, and is liable to overflow in extreme high water. The bed is composed of gravel, but not liable to shift. The current is sluggish in extreme low stages of the stream. Measurements during low stages of the stream are made by wading at or near the gauge. High water discharges are computed from slope measurements by the use of Kutter's formula, or bj' gaugings made from the traffic bridge, about a mile upstream near Priddis post oflfice. During 1913, the gauge was read by Fred Perceval. Discharge Me.\surements of Fish Creek near Priddis, in 1913. Date. Hydrographer. Widht. Area of Section. Mean Velocity. Gauge Height. Discharge. April 25 F. R. Steinberger Feet. 38.0 83.0 41.5 57.5 40.4 33.9 32.4 31.5 32.7 22.5 Sq.ft. 40.6 91.2 53.6 86.8 51.8 33.9 31.5 28.5 31.7 11.0 Ft. per sec. 0.67 2.32 0.96 3.04 1.07 0.55 0.44 0.38 0.50 1.21 Feet. 1.33 2.80 1.69 2.72 1.70 1.17 1.09 1.00 1.12 1.14 Sec.-ft. 27.0 15 do 212.0 6 do 53.0 27 do 264.0 July 14 do 56.0 7 do 17.5 26 do 13.7 Sept. 16 do 9.9 Oct. 5 do 15.8 1 do 13.3 Daily Gauge Height and Discharge of Fish Creek near Priddis, for 1913. Day. April. May. June. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feet. 1.25 1.29 1.31 1.37 1.39 1.30 1.37 1.35 1.37 2.19 2.93 2.55 2.75 2.77 2.90 2.60 2.45 2.45 2.11 2.09 2.10 1.99 1.90 1.86 1.73 1.70 1.63 1.60 1.63 1.57 1.55 Sec.-ft. 22 24 26 29 30 25 29 28 29 115 289 188 237 243 280 200 164 164 103 101 102 87 75 70 57 54 47 45 47 43 41 Feet. 1.46 1.45 1.45 1.47 1.49 1.55 1.69 1.56 1.56 1.45 1.45 1.45 1.46 1.46 1.38 1.34 1.34 1.29 1.30 2.90 2.28 2.00 1.71 1.66 1.80 2.20 2.70 2.90 3 00 Sec.-ft. 35 2 34 3 34 4 35 5 36 6 41 7 53 8 42 9 42 10 34 11 34 12 34 13 35 14 35 15 30 16 27 17.... 27 18 • 24 19 25 20 280 21 .1.75 1.55 1.44 1.35 1.34 1.33 1.32 1.28 1.38 1.40 59 41 33 28 27 27 26 24 30 31 131 22 88 23 55 24 50 25 64 26 117 27 224 28 ■■ ■■ 280 29 am 30 2 47 169 31 114 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Fish Creek, near Priddis, for 1913. — Concluded. July. August. September. October. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 2.20 2.10 1.99 2.00 1.94 1.78 1.68 1.56 1.45 1.36 1.56 1.66 1.63 1.69 1.55 1.46 1.40 1.38 1.32 1.26 1.23 1.25 1.35 1.34 1.16 1.16 1.16 1.15 1.26 1.25 1.31 Sec.-fl. 117.0 102.0 87.0 88.0 80.0 62.0 52.0 42.0 34.0 29.0 42.0 50.0 47.0 53.0 41.0 35.0 31.0 30.0 26.0 23.0 21.0 22.0 28.0 27.0 16.1 16.1 16.1 16.0 23.0 22.0 26.0 Feet. 1.29 1.15 1.10 1.09 1.11 1.21 1.19 1.19 1.45 2.05 1.81 1.61 1.60 1.49 1.81 1.59 1.46 1.65 1.50 1.39 1.36 1.26 1.20 1.14 1.14 1.11 1.06 0.96 0.95 1.10 1.26 Sec.-ft. 24.0 16.0 13.0 12.6 13.1 20.0 18.4 18.4 34.0 95.0 65.0 46.0 45.0 36 0 65.0 44.0 35.0 49.0 37.0 30.0 29.0 23.0 19.0 15.4 15.4 13.1 11.4 7.4 7.0 13.0 23.0 Feet. 1.55 1.66 1.70 1.48 1.26 1.18 1.13 1.10 1.07 1.06 1.04 1.02 1.05 1.00 1.00 1.00 1.00 1.00 1.06 1.06 1.05 1.10 1.09 1.09 1.09 1.08 1.08 1.07 1.06 1.06 Sec.-fl. 41.0 50.0 54.0 36.0 23.0 17.8 14.8 13.0 11.8 11.4 10.6 9.8 11.0 9.0 9.0 9.0 9.0 9.0 11.4 11.4 11.0 13.0 12.6 12.6 12.6 12.2 12.2 11.8 11.4 11.4 Feet 1.00 1.01 1.02 1.10 1.15 1.13 1.13 1.10 1.09 1.16 1.14 114 1.18 1.29 1.25 1.24 1.23 1.23 1.24 1.15 1.16 1.46 1.06 1.06 1.04 1.15 1.14 1.25 1.24 1.24 1.25 Sec.-ft.. 9.0 2 9 4 3 9.8 4 13.0 5 16.0 6 14.8 7 14.8 8 13.0 9 12.6 10 16.1 11 15.4 12 15.4 13 17.8 14 24.0 15 22.0 16 21.0 17 21.0 18 21.0 19 21.0 20 16.0 21 16.1 22 35.0 23 11.4 24 11.4 25 10.6 26 16.0 27 15.4 28 .. .. 22.0 21.0 30 21.0 31 22.0 Monthly Discharge of Fish Creek near Priddis, for 1913. (Drainage area 109 square miles). April (21-30) May June July August September. . . October The period. Discharge in Second-Feet. Maximum. 59.0 289.0 310.0 117.0 95.0 54.0 35.0 Minimum. 24.0 22.0 24.0 16.0 7.0 9.0 9.0 Mean. 32.6 96.6 80.8 42.1 28.8 16.4 16.9 Per square Mile. .300 0.886 0.741 0.386 0.264 0.150 0.155 Run-Off. Depth in inches on Drainage Area. 0.11 1.02 0.83 0.44 0.30 0.17 0.18 3.05 Total in Acre-feet. 647 5.940 4.808 2.589 1.771 976 1.039 17.770 NORTH branch OF SHEEP RIVER AT MILLARVILLE. This station was established Mav 22, 1908, by P- M- Sander. It is located on the S.W. '4 Sec. 12, Tp. 21, Rge. 3, W. 5th"lMer., 100 feet' from Malcolm T. Millar's house. The gauge, which is a plain staff graduated to feet and hundredths, is nailed to the cribwork a the left side of the stream. The zero (elev. 82.67) is referred to a permanent iron bench mark (assumed elev. 100.00), situated 36 feet southwest of the N.E. comer of Sec. 2, Tp. 21, Rge. 3, W. 5th Mer., and about 100 yards west of the gauge. Plate No. 11 fsifl.;-*^- -iV^i^--''*^*" -^ .- - --»Si»«,i^J«5Srr Gauging Station on the North Branch of Sheep River at Millarvilie, xMberta. Plate No. 12 .."'• V.C"C'^^'~'^'"' ^^'-' ».•..■»* ' Gauging Station on Ihr South liranch of Sheep Ki\-er, near lihick Diamond, Alberta. BOW RIVER DRAIXAGE BASIN 115 SESSIONAL PAPER No. 25c The channel is straight for about 300 feet above and below the station; the banks are high and clean and not liable to overflow and there will be but one channel at all stages. During high water discharge measurements are made at the traffic bridge about one mile downstream, on the road allowance on the east boundary of Sec. 12. At low stages the stream is gauged at a wading section about 200 feet downstream from the gauge. The cross- section at the gauge is unsuitable for gauging, as the stream is very deep and sluggish at this point. During 1913, the gauge was read once daily by Malcolm T. Millar. Discharge ]Me.\surements of North Branch of Sheep River, at Millarville, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April May 24 14 5 28 12 5 24 15 3 30 ... F. R. Steinberger Feet. Sq. ft. 184.0 269.4 198.0 293.8 206.8 31.4 41.5 28.8 25.9 13.5 Ft. per sec. 0.25 1.54 0.50 1.83 0.57 1.08 1.37 0.84 0.62 1.08 Feet. 2.60 3.76 2.92 3.95 2.99 2.38 2,69 2.32 2.26 2.28 Sec.-ft. 46.0 ... 1 do 82.5 65.0 86.5 67.5 33.4 37.0 30.8 30.2 30.7 416 0 ... 1 do 100.0 do 540.0 July . . . ( do 119.0 34.0 ::: do :::;:::::::::: 57.0 Sept. ... do 24.0 Oct. ... 1 do 16.2 Oct. ... 1 do 14.7 Daily Gauge Height axd Discharge of North Branch of Sheep River at ISIillarville, for 1913. Day. April. May. June. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feet. 2.28 2.41 2.51 2.31 2.44 2.46 2.51 2.55 2.71 3.01 3.21 3.15 3.81 3.95 3.58 3.40 3.40 3.33 3.18 3.18 3.18 3.42 3.31 3.22 3.20 3.20 3.22 3.22 3.19 3.03 3.03 Sec.-ft. 19.2 28.0 36.0 21.0 30.0 32.0 36.0 40.0 60.0 125.0 182.0 164.0 442.0 546.0 317.0 244.0 244.0 220.0 173.0 173.0 173.0 252.0 213.0 185.0 179.0 179.0 185.0 185.0 176.0 130.0 130.0 Feet. 3.03 2.98 2.95 2.95 2.94 2.99 3.13 3.13 2.98 2.93 2.97 2.93 2.93 2.93 2.75 2.73 2.73 2.68 2.81 3.13 3.13 3.03 2.85 2.85 3.03 3.44 3.74 3.88 3.84 3.84 Sec.-ft. 130 0 2 117.0 3 110 0 4 110.0 5 108.0 6 120.0 7 158 0 8 158.0 9 117 0 10 105 0 11 115 0 12 105.0 13 105.0 14 105 0 15 3.41 3.26 2.96 2.90 2.95 2.98 2.83 2.66 2.66 2.51 2.41 2.53 2.46 2.46 2.36 2.31 248.0 197.0 112.0 98.0 110.0 117.0 83.0 52.0 52.0 36.0 28.0 38.0 32.0 32.0 24.0 21.0 66.0 16 63 0 17 63 0 18 55 0 19 78 0 20 158 0 21 158 0 22 130.0 23 87 0 24 87 0 25 130 0 26 259 0 27 '.. .. 398.0 28 .. .. 491 0 29 : 462 0 30 462 0 31 116 STREAM MEASUREMENTS, 1913 4 GEORGE v.. A, 1914 Daily Gauge Height and Discharge of North Brancli of Sheep River at Millarville, for 1913. — Concluded. July August September October Day Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge, 1 Feet. 3.91 3.71 3.53 3.66 3.51 3.37 3.27 3.17 3.16 3.10 3.12 3.12 3.24 3.08 3.08 2.96 2.87 2.87 2.81 2.76 2.76 2.76 2.71 2.71 2.71 2.71 2.69 2.62 2.81 2.89 2.71 Sec.-ft. 514.0 382.0 296.0 355.0 287.0 233.0 200.0 170.0 167.0 149.0 155.0 155.0 191.0 143.0 143.0 112.0 91.0 91.0 78.0 68.0 68.0 68.0 60.0 60.0 60.0 60.0 57.0 47.0 78.0 96.0 60.0 Feel. 2.66 2.61 2.58 2.52 2.39 2.39 2.39 2.43 2.75 3.46 3.28 3.10 3.03 3.28 3.18 3.08 3.08 3.08 2.93 2.90 2.78 2.73 2.70 2.63 2.55 2.55 2.53 2.48 2.43 2.48 2.57 Sec.-ft. 52.0 46.0 43.0 37.0 26.0 26.0 26.0 29.0 66.0 267.0 204.0 149.0 130.0 204.0 173.0 143.0 143.0 143.0 105.0 98.0 72.0 63.0 58.0 49.0 40.0 40.0 38.0 33.0 29.0 33.0 42.0 Feel. 2.81 2.80 2.68 2.68 2.51 2.50 2.48 2.40 2.40 2.40 2.38 2.38 2.33 2.33 2.33 2.31 2.28 2.33 2.38 2.33 2.30 2.38 2.38 2.38 2.33 2.31 2.30 2.28 2.28 2.25 Sec.-ft. 78.0 76.0 55.0 55.0 36.0 35.0 33.0 27.0 27.0 27.0 25.0 25.0 22.0 22.0 22.0 21.0 19.2 22.0 25.0 22.0 20.0 25.0 25.0 25.0 22.0 21.0 20.0 19.2 19.2 18.0 Feet. 2.23 2.21 2.23 2.29 2.29 2.29 2.28 2.28 2.28 2.90 2.29 2.29 2.29 2.48 2.40 2.33 2.33 2.33 2.28 2.28 2.28 2.28 2.34 2.33 2.33 2.30 2.35 2.30 2.28 2.18 2.11 Sec.-ft. 17.2 2 16.4 3 17.2 4 20 0 5 20.0 6 20 0 7 19 2 8 19.2 9 19.2 10 20 0 11 20.0 12 20.0 13 20.0 14 33.0 15 27.0 16 22.0 17 22.0 18 22.0 19 19.2 20 19.2 21 19.2 22 19.2 22.0 24 22.0 22.0 26 20.0 27 23.0 20.0 29 19 2 30 15.2 31 12.4 Monthly Discharge of North Branch of Sheep River at Millarville, for 1913. (Drainage area 194 square miles.) Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. April (15-30) 248.0 546.0 491.0 514.0 267.0 78.0 33.0 21.0 19.2 55.0 47.0 26.0 18.0 12.0 80.0 165.1 160.0 151.0 84.1 29.6 20.2 .412 .851 .825 .778 .434 .153 .104 0.24 0.98 0.92 0.90 0.50 0.17 0.12 2.539 May 10.151 June 9.521 July 9 285 August 5,171 September 1.761 October 1 242 The year 3.83 39,670 SOUTH BRANCH OP SHEEP RIVER NEAR BLACK DIAMOND. This station was established May 23, 1908, by P. M. Sauder. It is located at the steel highway bridge on the road allowance between Sees, 8 and 17, Tp. 20, Rge. 2, W. 5th Mer. It is one half mile from Black Diamond. The gauge, which is of the standard chain type, is fastened to the downstream side of the floor of the bridge, about midway between the west abutment and the centre pier. The zero of the gauge (elev. 93,66) is referred to a permanent iron bench mark (assumed elev.100.00) located in f ^ont of the downstream end of the centre pier 75 feet north of the northeast comer of the N.W. % Sec. 8, Tp. 20, Rge. 2, W. 5th Mer. BOW RIVER DRAINAGE BASIN 117 SESSIONAL PAPER No. 25c > The channel is straight for about 150 feet above the station, then swings sharply to the left. It is straight for about 500 feet below the station, then turns gradually to the right. Both banks are composed of gravel. The right bank is low, partly covered -svith brush and overflows during the higher stages of the stream. The left bank is high and cannot overflow. The bed is composed of coarse gravel, and is permanent in low water stages of the stream, but a gravel bar at the right bank, which is covered durin , high water stages, is liable to shift. The river has considerable fall and the current is swift. Discharge measurements are made from the downstream side of the bridge. The initial point for soundings is the outer edge of the bed plate on the west end of the bridge. Distances from the initial point are marked at every five feet on the bottom chord of the bridge. . . During 1913 the gauge was read by Herbert Arnold, merchant at Black Diamond. Discharge Measurements of South Branch of Sheep River at Black Diamond, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. AprU 24 F. R. Steinberger Feet. 69.0 79.0 85.5 109.2 78.6 76.7 77.2 76.3 74.1 71.0 Sq.ft. 75.0 127.0 150.0 216.4 122.3 101.0 107.0 90.6 82.0 78.7 Ft. per sec. 0.95 2.14 3.02 4.37 2.36 1.75 1.93 1.47 1.32 0.95 Feet. 0.62 1.30 1.59 2.27 1.27 0.95 1.04 0.84 0.73 0.68 Sec.-fl. 71.0 May 14 do 273 0 do 452 0 June 28 do 947 0 July 12 do 289 0 do 176 0 Aug. 23 do 207 0 Sept. 14 do 134 0 Oct. 3 do 108 0 Oct. 30 do ... 75 0 Daily Gauge Height and Discharge of South Branch of Sheep River at Black Diamond, for 1913. Day. April. May. June. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feet. 0.51 0.56 0.61 0.48 0.53 0.55 0.60 0.58 0.63 0.83 0.96 0.96 1.23 1.38 1.18 1.08 1.08 1.10 0.98 0.98 1 06 Sec.-ft. 37 51 66 28 42 48 63 57 72 135 178 178 276 336 257 221 221 228 185 185 O-IA Feet. 1.63 1.78 1.58 1.68 1.70 1.68 1.78 1.73 1.73a 1.73 1.80 1.65 1.70 1.60 1.40 1.32 1.30 1.25 1.57o 1.70 1.48 1.30 1.28 1.40 1.82 2.10 2.20 2.40 2.20 2 10 Sec.-ft. 480 2 i 581 3 :;:.::;.:::;;: ••■••■•• 449 4 513 5 526 6 613 7 581 8 546 9 546 10 546 11 595 12 493 13 • .. 626 14 1.43 1.28 1.26 1.05 0.98 0.98 1.10 1.03 0.86 0.71 0.66 0.61 0.64 0.66 0.56 0.61 0.61 361 295 288 210 185 185 228 203 144 96 81 66 75 51 51 37 37 461 15 345 311 16 17 303 18 284 442 19 20 626 21 388 22 1 26 5^« 303 23 1.26 1.41 1.41 1.56 1.71 1.88 1.86 1.74 1.76 288 350 350 436 533 653 638 553 567 295 24 345 25 : 609 26 816 27 890 28 1.038 890 29 30 »1R 31 « Gauge heights interpolated. 118 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of South Branch of Sheep River at Black Diamond, for 1913. — Concluded. July. August. September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 2.15 1.80 2.03 1.70 1.50 1.45 1.45 1.40 1.45 1.40 1.70 1.30 1.35 1.30 1.10 1.12 1.10 1.10 1.00 1.10 1.20 1.30 al.38 1.45 1.25 1.08 0.98 0.98 1.28 1.28 1.18 Sec.-fl. 853 595 764 526 400 371 371 345 371 345 526 303 323 303 228 235 228 228 192 228 265 303 336 371 284 221 185 185 295 295 257 Feet. 1.11 Sec.-ft. 232 Feet. 1.10 al.lO 1.10 1.10 1.32 1.27 1.00 1.02 1.00 0.95 0.90 0.85 0.85 0.85 0.82 0.80 0.80 0.85 0.82 0.80 0.82 0.85 0.85 0.83 0.80 0.78 0.80 0.78 0.80 0.80 Sec.-ft. 228 228 228 228 311 292 192 199 192 175 158 141 141 141 131 125 125 141 131 125 131 141 141 135 125 119 125 119 125 125 Feet. 0.80 0.75 0.75 0.80 0.77 0.70 0.70 0.72 0.73 0.70 0.70 0.85 0.95 0.95 aO.88 0.80 0.75 0.80 0.75 0.75 0.75 0.72 0.75 0.72 0.70 0.72 0.75 a 0.74 0.72 0.65 0.63 Sec.-ft. 125 2 1.06 214 109 3 1.06 1.04 0.96 0.94 0.91 1.06 1.64 2.06 1.98 a 1.87 al.75 1.63 1.56 1.45 al.38 1.30 al.30 1.30 1.15 1.10 1.05 1.00 1.10 1.03 1.02 1.00 1.00 1.00 0.98 214 206 178 172 161 214 487 786 727 646 560 480 436 371 336 303 303 303 246 228 210 192 228 203 199 192 192 192 185 109 4 /. 125 5 115 6 93 7 93 8 99 9 103 10 93 11..... . 93 12 141 13 175 14 175 15 151 16 125 17 109 18 125 19 109 20 109 21 109 22 99 23 109 24 99 25 93 26 99 27 109 28 106 29 99 30 78 31 . .... 72 a Gauge height interpolated. Monthly Discharge of South Branch of Sheep River at Black Diamond, for 1913. (Drainage area 236 square miles.) Month. Discharge in Second-Feet. Maximum. Minimum Per square Mile. Run-Off. Depth, in I inches on Total in Drainage Acre-feet. Area. April (14-30) . May June July August September. . . October 361 653 1,038 853 786 311 175 37 28 284 185 161 119 .72 152 250 532 346 310 164 111 0.644 1.06 2.25 1.47 1.31 0.695 0.470 0.41 1.22 2.51 1.70 1.51 0.78 0.54 The period. 8.67 5,126 15,372 31,656 21,275 19,061 9.759 6,825 109,074 SHEEP RIVER NEAR OKOTOKS. This station was established May 25, 1908, by P. M. Sander. It is located at the Cana- dian Pacific Railway bridge about one mile from Okotoks, on the N.W. l4 Sec. 22, Tp. 20, Rge. 29, W. 4th Mor. The gauge, which is a plain staff graduated to feet and hundredths, is spiked to the cribwork on the left side of the centre pier. There is also a plain staff gauge graduated to feet and tenths embedded in the cement on the left face of the centre pier near the downstream end, for use during flood stages. The gauges are referred to a bench mark on the top of the left abutment at the southwest corner. This is a Canadian Pacific Railway bench mark and BOW RIVER DRAIXAGE BASIN^ 119 SESSIONAL PAPER No. 25c the elevation 3431.57 marked upon it, is used for reference. The elevation of the zero of the reg:ular gauge is 3417.12 whilst that of the high water gauge is 2.00 feet higher. The channel is straight for .500 feet above and below the station. The current is sluggish at the station, but swift both above and below. The right bank is high and not liable to overflow. The left bank is lower and may overflow in very high stages. Both banks are covered with brusli and trees. The bed of the stream is composed of sand and gravel and is liable to shift. A number of piles, remnants of the old wooden bridge, still stand in the bed and affect the velocit}' observations. Discharge measurements are made from the downstream side of the bridge, e.xeept in low water, when wading sections can be obtained. During 1913 the gauge was read by Miss M. B. Henderson. Discharge Measurements of Sheep River near Okotoks, in 1913. Date Hydrographer 1 Width, j Area 1 of Section . Mean \'elocity. Gauge Height. Discharge . April 23 May 12 F. R. Steinberger do ! Feet. Sq. ft. Ft. per sec. ■ 100.0 324.0 0.71 98.0 380.0 1.24 Feet. 2.60 2.93 Sec.-fl. 230 472 June 3 do 105.2 ; 264.2 2.24 ' 3.21 591 June 22 . . do 104.6 229.5 1.89 2.99 434 July 15 do 103.0 201.2 1.66 2.87 335 Aug 8 do 100.0 i 178.0 1.24 1 2.58 101.0 i 203.0 1.61 1 2.78 221 Aug. 22 do 327 Sept. 24 Oct. 2 do 98.0 98.0 276.0 ; 0.60 ' 2.43 275.0 1 0.51 2.37 276.0 0.50 1 2.36 164 do 139 Oct. 29 93.0 139 Daily Gauge Height axd Discharge of Sheep River near Okotoks, for 1913. April. May. June. Day. ^ Gauge Dis- H eight, charge. Gauge Height. Dis- charge Gauge Height. Dis- charge. 1 Feet. , Sec.-fi- 4.03 1006 3.93 ! 150 3.87o 200 3.80a 300 3.73 400 4.73 500 4.28 600 4.03 700 3.78 i' 800 3.78o 9006 3.78 ' 1,045 3.78a' 1.045 3.78 I 1.045 3.20a' 584 2 . 63a 244 2.06 1 54 2.06 54 2.86 1 54 2.86a 54 2.86 54 2.11a 67 Feel. 2.25 Sec.-fl. 105 Feet. Sec.-fl. 3 35 701 2 2.27a 111 2.29a 117 2.30 120 2.30a 120 2.30 120 2.35 136 2.41 1 157 2.46 1 175 2.63a 244 2.80 325 3.13a 533 3 45 781 3.27al 638 3 3.20 584 4 3 23 607 5 3 . 23 607 6 3.30 661 7 3 33 685 8 3.43 765 9 3.43 765 10 3 37 717 11 3.40 741 12.: 3.20 3.35 3.32a 3.28 584 13 . . . 701 14 3.60 3.37 3.15 3.10 3.05 3.00 2.95 3.00a 3.05 3.20 3.20 3.30 3.30 3.45o 3.60 3.50 3.45 3.53 901 717 547 511 476 442 410 442 476 584 584 661 661 781 901 821 781 701 677 15 645 16 3 05 476 17 2 89 374 18 2 85 ' 352 19 3.00 442 20 3.57 3.30 3 05 877 21 661 22 2.36a 2.61 2.56 2.51 2.43a 2.36 2.34a 2.31a 2.28a 139 235 214 194 164 139 133 123 114 476 23 3.05o 476 24 3 05 476 25 3.42 757 26 3.80 1,061 27 4 17 1 357 28 : 4.45 1,581 29 4.07 4.15 1,277 30 1,341 31 Gauge heights interpolated. Ice conditions, discharge estimated. 120 STREAM MEASUREMENTS, 1913 4 GEORGE v.. A, 1914 Daily Gauge Heights and Discharge of Sheep River near Okotoks, for 1913. — Concluded. July. August. September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 4.15 3.90 3.60 3.50 3.40 3.20 3.10 3.05 3.05 3.00 3.10 3.05 3.00 a2.90 2.80 a2.80 2.79 2.75 2.75 2.73 2.70 2.75 2.80 2.75 a2.72 2.70 2.70 2.75 2.80 2.80 2.70 Sec.-ft. 1,341 1,141 901 821 741 584 511 476 476 442 511 476 442 380 325 325 320 300 300 290 276 300 325 300 286 276 276 300 325 325 276 Feet. 2.63 2.58 2.61 2.61 2.58 2.58 2.54 2.63 3.13 4.08 3.88 3.38 3.33 3.38 3.28 3.16 3.08 3.08 3.05 a3.04 3.03 2.78 2.70 2.56 2.53 2.53 a2.53 2.53 2.50 a2.54 2.58 Sec.-ft. 244 223 235 235 223 223 206 244 533 1,285 1,125 725 685 725 645 554 497 497 496 469 462 315 276 214 202 202 202 202 190 206 223 Feel. 2.63 2.78 a2.76 a2.75 a2.74 2.73 2.67 a2.58 2.49 2.46 2.48 2.48 2.48 2.48 2.48 a2.45 2.43 a2.41 2.39 2.39 2.39 2.39 2.39 2.44 2.42 2.39 a2.38 2.36 2.39 2.39 Sec.-ft. 244 315 305 300 295 290 262 223 186 175 182 182 182 182 182 171 164 157 150 150 150 150 150 167 160 150 146 139 150 150 Feel. a2.39 2.39 2.39 2.39 2.39 2.37 2.37 a2.37 2.37 2.37 2.39 2.39 2.39 a2.39 2.39 2.39 2.39 a2.39 2.39 2.39 2.39 2.39 a2.39 2.39 a2.39 2.39 2.37 a2.37 2.37 a2.37 2.37 Sec.-ft. 150 2 150 3 150 4 150 5 150 6 143 7 143 8 • 143 9 143 10 143 11 150 12 150 13. . 150 14 150 15 150 16 150 17 150 18 150 19 150 20 150 21 150 22 150 23 150 150 25 . 150 26 150 143 28 143 143 30 . 143 143 a Gauge heights interpolated. Monthly Discharge of Sheep River near Okotoks, for 1913. (Drainage area 618 square miles). Discharge in Second- Feet. Ritn-Off. Month. Maximum. Minimum. Mean. Per square MUe. Depth in inches on Drainage Area. Total in Acre-feet. 1,045 901 1.581 1,341 1.285 315 150 54 105 352 276 190 139 143 345 466 735 463 411 194 148 0.558 0.754 1.190 0.749 0.665 .314 0.239 0.62 0.87 1.33 0.86 .77 .35 0.28 20.629 28,653 43.736 July 28,469 25.271 11.544 October 9.100 6.08 167.302 NORTH BRANCH OP HIGHWOOD RIVER AT BROWn's RANCHE. This station was established on July 27, 1912, by F. R. Burfield. It is located on the S.E X Sec. 20, Tp. 18, Rge. 2, W. 5th Mer., about eight miles north of Pekisko and five miles west of Longview Post Office. The gauge, which is a plain staff gauge graduated to feet and hundredths, is nailed to a post driven into the bed of the stream near the right bank. The zero (eley. 91.97) is referred to a permanent iron bench mark (assumed elev. 100.00), situated on the right bank, 55 feet S. 700. y^\ from the gauge. BOW RIVER DRAINAGE BASIN 121 SESSIONAL PAPER No. 25c The channel is straight for 300 feet above and below the gauge. The right bank is low and wooded, and may overflow in flood stages: the left bank is verj' high and rocky. The bed is of clean coarse gravel and shifts during floods. The current is swift. Discharge measurements are made from the downstream side of the traffic bridge one and one half miles downstream with meter and weights, where also miscellaneous measure- ments were made previous to the establishment of the station. During 1913 the gauge was read by B. F. BrowTi. Discharge Measurements of North Branch of Highwood River, near Brown's Ranche, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. toischarge. May 1 . F. R. Steinberger Feet. 121.0 151.5 174.5 183.8 148.5 171.0 133.3 120.0 120.0 121.0 Sq.ft. 136.8 244.9 408.8 323.9 185.0 281.0 170.7 145.0 131.0 103.0 Ft. per sec. 1.59 2.57 3.75 3.23 2.46 3.11 2.52 2.34 2.17 1.91 Feet. X).83 1.35 2.65 1.80 1.10 1.68 1.12 0.94 0.83 0.69 Sec.-ft. 218 May 22 do 631 June 13 do 1,534 July 3 do 1,054 July 21 do 455 Aug. 14 do 873 Sept. 2 do 433 Sept. 22 do 339 Oct. 11 do 283 Nov. 8 . . . do 197 Daily Gauge Height and Discharge of North Branch of Highwood River near Brown's Ranche, for 1913. Day. April. May. June. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feet. 0.81 0.81 0.86 0.79 0.80 0.77 0.80 0.83 0.89 0.93 1.00 1.01 1.10 1.27 1.27 1.27 1.19 1.19 1.12 1.07 1.21 1.37 1.80 1.90 1.99 2.11 2.30 2.45 2.63 2.53 2.39 Sec.-ft. 263 263 292 251 257 240 257 274 309 333 376 382 441 562 562 562 503 503 455 422 518 641 1,017 1,110 1,196 1,312 1,500 1,650 1,830 1,730 1,590 Feet. 2.39 2.47 2.36 2.35 2.39 2.36 2.22 2.30 2.44 2.38 2.45 2.48 2.65 2.52 2.38 2.10 2.02 1.92 2.10 2.32 2.10 1.92 1.82 2.00 2.18 2.42 2.58 2.72 2.28 2.02 Sec.-ft. , 1,590 2 1,670 3 1.560 4 1,550 5 1,590 6 1,560 7 1,420 8 1,500 9 1,640 10 1,580 11 1,650 12 1,680 13 1,850 14 1.41 1.18 1.28 1.28 1.26 1.12 . 1.25 1.28 1.24 1.00 0.96 0.95 0.95 0.94 0.90 0.84 0.82 674 496 570 570 555 455 548 570 540 376 352 346 346 339 315 280 269 1,720 15 1,580 16 1,380 17; 1,224 18 1,129 19 1,302 20 1,520 21 1.302 22 r 1.129 23 1.036 24 1,205 25 1.380 26 1.620 27 28 29 30 31 1,780 1,920 1.480 1,224 122 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of North Branch of Highwood River near Brown's Ranche, for 1913. — Concluded. Day July. August. Septemjper. October. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Dis- Height. charge. 1 Feel. 2.08 1.88 1.72 1.78 1.62 Sec.-ft. 1,283 1,091 944 999 855 Feet. 1.10 1.10 1.10 1.07 1.05 1.02 1.00 1.01 1.70 2.65 2.00 1.80 1.70 Sec.-ft. 441 441 441 422 408 389 376 382 926 1,850 1,205 1,017 926 Feet. 1.19 1.12 1.10 1.09 1.12 1.14 1.12 1.09 1.04 1.03 1.00 0.98 0.95 0.95 0.93 0.90 0.90 0.88 0.85 0.90 0.90 0.94 0.90 0.90 0.87 0.85 0.85 0.86 0.87 0.85 Sec.-ft. 503 455 441 434 455 469 455 434 402 396 376 364 346 346 333 315 315 303 286 315 315 339 315 315 298 286 286 292 298 286 Feet. 0.83 0.84 0.84 0.84 Sec.-ft. 274 2 '. 280 3 280 4 280 5 0.84 280 6 1.52 : 767 1.52 1 767 1.46 716 1.42 682 1.32 601 1.42 i 682 1.35 625 1.35 625 1 . 33 609 0.84 ' 280 7 0 . 84 280 8 0.83 274 9 0.77 1 240 10 0.79 ' 251 11 0.79 251 12 0.83 274 13 0.79 251 14 1.65 1 882 0.81 1 263 15 1.27 562 1.60 1.55 1.75 1.70 1.65 1.60 1.40 1.30 1.20 1.15 1.11 1.09 1.07 1.04 1.02 0.99 1.24 837 794 972 926 882 837 665 585 510 476 448 434 422 402 389 370 540 0.83 1 274 16 1.20 1.20 1.10 1.09 1.09 1.09 1.28 1.28 1.24 1.22 1.12 1.12 1.08 1.11 1.12 1.09 510 510 441 434 434 434 570 570 540 525 455 455 428 448 455 434 0.96 i 292 17 0.89 i 309 18 0.89 ' 309 19 0.84 ] 280 20 0.84 1 280 21 0.83 ! 274 22 0.79 t 251 23 0.79 251 0.77 240 25 0.76 i 235 26 28 30 0.76 0.74 0.74 0.74 0.74 0.74 235 223 223 223 223 223 Monthly Discharge of North Branch of Highwood River near Brown's Ranche, for 1913. (Drainage area 465 square miles). Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. April (14-30) 674 1.830 1,920 1,283 1,850 503 309 269 240 1.036 428 370 286 223 447 697 1,492 627 664 359 254 0.96 1.50 3.21 1.35 1.43 0.77 0.55 0.61 1.73 15,072 42.857 3.58 88.780 July 1.56 1.65 0.86 0.63 38.553 40.828 21,362 October 15.618 10.62 263,070 PEKISKO CREEK AT PEKISKO. This station was established on October 6, 1911, bv L. R. Brereton. It is located on the N.W. X Sec. 8, Tp. 17, Rge. 2, W. oth :Mer., about 200 yards from Mr. Geo. Lane's ranche house, and is about twcnty-fi\e miles southwest of High River The gauge, which is a plain staff, graduated to feet and hundredths, is spiked to a post driven into the bed of the stream at the right bank about 10 feet downstream from the bridge. The zero (elev. 93.90) is referred to a permanent iron bench mark (assumed elev. 100.00), situated on the left bank 125 feet N. ooo E. from the gauge. BOW RIVER DRAINAGE BASIN 123 SESSIONAL PAPER No. 25c The channel is straight for 200 feet above and 150 feet below the station. Both banks are fairly low, sparsely covered with brush and trees, and liable to overflow^ in high stages of the stream. The bed is composed of fine gravel. Discharge measurements are made from a small suspension foot-bridge at high stages and at a wading section near the station in low water. The initial point for soundings is the stream side of the large tree on the left bank to which the end of the bridge is attached. During 1913 the gauge was read by Mrs. R. W. L. Cowell. Discharge Measurements of Pekisko Creek at Pekisko, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. 30 F. R. Steinberger do Feet. 54.0 45.5 48.5 55.0 52.5 60.0 52.2 44.0 45.0 45.6 Sg. ft. 32.2 48.9 44.7 62.2 56.4 81-. 2 49.7 32.2 36.1 29.0 Ft. per sec. 1.07 1 54 1.59 2.51 0.48 1.51 0.50 0.62 0.57 0.73 Feet. 1.43 1.78 1.75 2.18 1.43 1.96 1.37 1.28 1.33 1.31 Sec.-ft. 34 21 11 1 . . 76 do 71 Julv do 156 July 19 11 30 do 27 do 123 do 25 Sept. 21 9 7 do 20 Oct. do 21 Nov. do 21 Daily Gauge Height and Discharge of Pekisko Creek at Pekisko, for 1913. Day. April. May. June. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feel. Sec.-ft. Feet. 1.44 1.45 1.49 1.44 1.41 1.43 1.47 1.45 1.49 1.62 1.68 1.74 1.84 1.89 1.80 1.78 1.81 1.79 1.76 1.76 1.77 1.86 1.93 1.94 1.91 1.94 1.96 Sec.-ft. 28 29 32 28 26 28 31 29 32 48 57 68 89 100 80 76 82 78 72 72 74 93 108 110 104 110 115 Feet. 1.95 1.88 1.85 1.88 1.85 1.87 1.82 1.80 1.79 1.74 1.73 1.73 1.69 1.65 1.59 1.58 1.55 1.62 1.77 1.82 1.71 1.61 1.60 1.62 1.70 2.14 2.39 2.42 2,32 2.40 Sec.-ft- 113 2 97 3 91 4 97 5 91 6 . . . ; 1.99 1.99 1.97 1.90 1.85 1.88 2.05 1.86 1.82 1.77 1.77 1.72 1.64 1.72 1.75 1.74 1.66 1.55 1.54 1.52 1.48 1.49 1.48 1.47 1.43 122 122 117 102 91 97 135 93 85 74 74 64 51 64 70 68 54 39 38 35 32 32 32 31 28 95 7 85 8 80 9 78 10 68 11 66 12 66 13 59 14 52 15 44 16 •42 17 39 18 48 19 74 20 85 21 62 22 46 23 45 24 48 25 61 26 155 27 211 28 2.00 124 2.08 142 1.99 122 1.96 115 218 29 196 30 214 31 No. 2c 124 STREAM MEASUREMENTS, 1913 4 GEORGE v.. A, 1914 Daily Gauge Height and Discharge of Pekisko Creek at Pekisko, for 1913. — Concluded. Day. July. August. September. October. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 . Feet. 2.23 2.06 2.02 1.97 1.91 1.82 1.76 1.72 1.67 1.66 • 1.78 1.67 1.65 1.60 1.56 1.53 1.48 1.46 1.44 1.42 1.41 1.48 1.44 1.39 1.38 1.39 1.37 1.32 1.49 1.46 1.35 Sec.-ft. 176 137 128 117 104 85 72 64 56 54 76 56 52 45 40 36 32 30 28 27 26 32 28 25 25 25 24 22 32 30 23 Feet. 1.33 1.32 1.36 1.32 1.31 1.31 1.33 1.38 2.05 1.99 2.03 1.88 1.81 1.84 1.69 1.65 1.67 1.66 1.59 1.55 1.52 1.48 1.45 1.42 1.41 1.38 1.38 1.36 1.35 1.35 1.53 Sec.-ft. 22 22 24 22 21 21 22 25 135 122 131 97 82 89 59 52 56 54 44 39 35 32 29 27 26 25 25 24 23 23 36 Feet. 1.65 1.53 1.46 1.42 1.38 1.37 1.35 1.33 1.32 1.31 1.29 1.28 1.28 1.27 1.27 1.27 1.25 1.28 1.28 1.28 1.26 1.31 1.35 1.34 1.33 1.30 1.28 1.28 1.28 1.28 Sec.-ft. 52.0 36.0 30.0 27.0 25.0 24.0 23.0 22.0 22.0 21.0 20.0 20.0 20.0 19.8 19.8 19.8 19.2 20.0 20.0 20.0 19.5 21.0 23.0 23.0 22.0 21.0 20.0 20.0 20.0 20.0 Feet. 1.27 1.27 1.28 1.34 1.36 1.32 1.32 1.32 1.34 1.33 1.35 1.56 1.63 1.63 1.52 1.50 1.48 1.46 1.44 1.43 1.42 1.40 1.38 1.37 1.37 1.37 1.37 1.37 1.36 1.34 1.33 Sec.-ft. 19.8 2 19.8 3 20.0 4 23.0 5 24.0 6 22.0 7 22.0 8 22.0 9 23.0 10 22.0 11 23.0 12 40.0 13: ::::::::::::::::: 49.0 14 49.0 15 35.0 16 33.0 17 32.0 18 30.0 19 28.0 20 28.0 21 27.0 26.0 23 25.0 24.0 25 i 24.0 26 24.0 24 0 28 24.0 24.0 30 23 0 31 22.0 Monthly Discharge of Pekisko Creek at Pekisko, for 1913. (Drainage area 84 square miles). Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. April (6-31) 135 142 2lS 176 135 52 49 28.0 26,0 39.0 22.0 21.0 19.2 19.8 70.0 74.0 91.0 55.0 47.0 23.0 26.8 0.833 0.881 1.080 0.655 0.560 0.274 0.319 0.77 1.02 1.20 0.76 0.65 0.31 0.37 3.471 May 4,560 June 5,415 July 3,382 August 2,890 September 1,369 October 1,648 The period 5.08 22,725 STIMSON CREEK NEAR PEKISKO. This station was established on June 30, 1912, by F. R. Burfield, to replace the station established October 6, 1911, on the S.E. '4 Sec. 14, Tp. 17, Rge. 2, W. 5th Mer. It is located on the N.W. H Sec. 2, Tp, 17. Rge. 2, West of the 5th Mer., near E. R. Baker's ranche. The gauge, which is a plain staff graduated to feet and hundredths, is spiked to a post driven into the bed of the stream near the right bank. The zero (elev. 90.20) is referred to a permanent iron bench mark (assumed elev. 100.00), situated on the right bank 19.5 feet northwest of the gauge. Plate No. 13 View of Pekisko Creek near Pekisko P.O., An>erta. Pl.\te Xo. 14 View of Willow Creek near Willows P.O., Alberta. BOW RIVER DRAIXAGE BASIX 125 SESSIONAL PAPER No. 25c The channel is straight for 100 feet above and below the gauge. Both banks are fairly high, grassy and not liable to overflow. The bed is of gravel, clean, and not liable to shift. Discharge measurements are made at a wading section about 15 feet downstream from the gauge. In high water, measurements may be made from a bridge about 10 feet upstream from the gauge. During 1913 from April 12th to October 4th the gauge was read by E. R. Baker, Discharge Measurements of Stimson Creek near Pekisko, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 30 20 . . F. R. Stelnberger Feel. 24.0 28.0 35.0 35.0 30.1 35.1 14.4 14.1 . 16.7 16.4 Sq.ft. 21.4 29.4 28.0 42.2 48.0 32.1 4.2 5.1 6.7 6.2 Ft. per sec. 0.63 1.21 1.19 2.65 0.26 1.01 0.99 0.98 1.62 • 1.66 Feel. 1.69 1.85 1.75 2.39 1.54 1.78 1.34 1.45 1.49 1.48 Sec.-ft. 13.5 do 36.0 10 do 33.0 July July 1 do 130.0 19 11 do 12.7 , do 33.0 i 30 20 8 . ... do 4.1 _ Sept. do 5.0 Oct. do 10.9 Nov. 6 do 10.3 ^ D.'iiLY Gauge Height and Discharge of Stimson Creek near Pekisko, for 1913. April. May. June. Day. Gauge Height. Dis- charge. Gauge Dis- Height. charge. 1 Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feet. 1.62 1.59 1.56 1.56 1.62 1.66 1.64 1.62 1.79 1.86 1.86 1.86 1.92 1.96 1.96 1.96 1.96 1.94 1.86 1.86 1.86 1.86 1.86 1.84 1.84 1.76 1.76 1.76 1.76 1.69 1.72 Sec.-ft. 18.0 16.1 14.5 14.5 18.0 21.0 19.3 18.0 30.0 37.0 37.0 37.0 43.0 48.0 48.0 48.0 48.0 45.0 37.0 37.0 37.0 37.0 37.0 35.0 35.0 28.0 28.0 28.0 28.0 23.0 25.0 Feet. 1.72 1.75 1.75 1.70 1.72 1.78 1.75 1.72 1.72 1.80 1.82 1.82 1.75 1.72 1.65 1.65 1.70 1.90 2.02 1.98 1.92 1.82 1.82 1.82 2.08 2.80 2.95 2.82 2.72 2.45 Sec.-ft. 25 2 27 3 27 4 23 5 25 6 29 7 27 8 25 9 25 10 31 11 33 12 3.106 2.38 2.40 2.35 2.15 2.10 2.04 2.04 1.94 1.84 1.74 1.64 1.64 1.64 1.66 1.66 1.66 1.66 1.64 301.0 128.0 133.0 121.0 77.0 68.0 59.0 59.0 45.0 35.0 26.0 19.3 19.3 19.3 21.0 21.0 21.0 21.0 19.3 33 13 27 14 25 15 20 16 20 17 23 18 41 19 56 20 60 21 43 22 33 23 33 24 . . 33 25 65 26 229 27 265 28 234 29 210 30 145 31 6 Observations commenced. No. 25c.— 9 i 126 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Stimson Creek, near Pekisko, for 1913. — Con. Ju ly. August. September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Dis- Height. charge. 1 Feel. 2.35 2.25 2.12 2.05 1.92 1.82 1.82 1.70 1.68 1.62 1.62. 1.68 1.68 1.68 1.62 1.62 1.60 1.58 1.57 1.57 1.62 1.65 1.58 1.60 1.57 1.54 1.61 1.59 1.63 1.73 1.64 Sec.-ft. 121.0 98.0 72.0 60.0 43.0 33.0 33.0 23.0 22.0 18.0 18.0 22.0 22.0 22.0 18.0 18.0 16.7 15.6 15.0 15.0 18.0 20.0 15.6 16.7 15.0 13.4 17.4 16.1 18.7 26.0 19.3 Feel. 1.54 1.53 1.54 1.54 1.59 1.60 1.53 1.61 1.90 2.13 1.78 1.78 1.69 1.65 1.63 1.58 1.63 1.58 1.52 1.53 1.56 1.58 1 57 Sec.-ft. 13.4 12.9 13.4 13.4 16.1 16.7 12.9 17.4 41.0 73.0 29.0 29.0 23.0 20.0 18.7 15.6 18.7 15.6 12.3 12.9 14.5 15.6 1."; n Feet. 1.51 1.51 1.49 1.48 1.46 1.48 1.43 1.42 1.45 1.46 1.43 1.44 1.42 1.41 1.45 1.44 1.41 1.41 1.41 1.49 al.50 a 1.51 a 1.52 a 1.53 al.54 a 1.55 a 1.55 a 1.56 1.56 1.58 Sec.-fl. 11.8 11.8 10.8 10.3 9.4 10.3 8.0 7.6 8.9 9.4 8.0 8.5 7.6 7.1 8.9 8.5 7.1 7.1 7.1 10.8 11.3 11.8 12.3 12.9 13.4 13.9 13.9 14.5 14.5 15.6 Feet. Sec.-ft. 1 61 17 4 2 1 61 17 4 3 1 58 1-T fi 4 1.61 17 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 1.57 1 15.0 1 56 ' 14 ."^ 25 26 1.59 1.55 1.43 1.47 1.46 1.51 16.1 13.9 8.0 9.9 9.4 11.8 27 28 30 31 a Gauge heights interpolated. Monthly Dlscharge of Stimson Creek near Pekisko, for 1913. (Drainage area 75 square miles). DiSCHRAGE IN Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. April (12-30) 301.0 19.3 48 0 I'l -"i 63.9 31.5 62.7 29.1 18.3 10 4 0.852 0.420 0.836 0.388 0.244 0 139 0.60 0.48 0.93 0.45 0.28 0.16 0 03 2.408 1,937 3 731 May June 265 0 20 0 July 121.0 73.0 15 6 13.4 8.0 7 1 1 789 August 1 125 September 619 October (1-4) 17.4 15.6 16 9 n 99 -i; 130 The period 2 93 11 739 FINDLAY A.VD MCDOUGAL DITCH NEAR HIGH RIVER. This station was established on .June 17, 1911. bv ,J. C. Milligan. It is located on the S.W. M Sec. 31, Tp, 18, Rge. 29, W. 4th Mer., about four and half miles west of the town of High River. The gauge is a plain staff, graduated to feet and inches. It is nailed to a post driven into the left bank of the ditch. The zero (elev. 99.25) is referred to a permanent iron bench mark (assumed elev. 100.00) situated on the right bank, about 50 feet do^\^lstream from the gauge. BOW RIVER DRAINAGE BASIN 127 SESSIONAL PAPER No. 25c The channel is straight for 150 feet above and below the station. The right bank is built up from the excavation of the ditch, and would overflow if the headgates were opened to their fullest e.xtent. The left bank is high and clean and will not overflow. The bed is of mud, but is not liable to shift. Discharge measurements are made with meter and rods at a wading section near the gauge. The gauge was not read during 1913 and in consequence the daily discharges cannot be computed. Discharge Measurements of Findlay & McDougal Ditch near High River, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. May 1 22 13 4 22 14 F. R. Steinberger do Feet. 4.0 6.3 7.0 7.5 8.0 8.0 8.0 8.8 7.0 5.7 Sq. ft. 1.00 1.87 5.60 6.00 6.80 7.10 6.00 8.00 6.10 2.20 Fl. per sec. 0.48 0.31 0.52 0.55 0.62 0.65 0.58 0.70 0.51 0.16 Feet. 0.63 0.68 0.97 1.30 1.27 1.50 1.30 1.49 1.31 0.92 Sec.-fl. 0.48 0.58 do 2.90 July do 3.30 July do 4.20 Aug. do 4.60 Sept. 2 . . . do 3.10 Sept. 23 12 do 5.60 Oct. do 4.00 10 do 0.35 LITTLE BOW DITCH AT HIGH RIVER. This station was established August 1st, 1910, by J. C. Keith. It is located on the S.W.M Sec. 6, Tp. 19, Rge. 28, W. 4th Mer. 100 feet from the power station and pump- ing well of the town of High River. The gauge,whieh is a plain staff graduated to feet and hundredths, is fastened to the left bank. The zero (elev. 92.07) is referred to a permanent iron bench mark (assumed elev. 100.00), situated on the right bank 60 feet upstream from the gauge. The channel is straight for several hundred feet above and below the station. Both banks are high, clean, and steep and will not overflow. Discharge measurements are made by wading, or from planks laid across the ditch, with current meter and rods. During 1913 the gauge was read daily by Philip Weinard. This canal, about 2,000 feet in length, was built bj' the Alberta Government, to divert water from Highwood River into Little Bow River. At a point about two miles above the town of High River, water is turned from the Hoghwood River into a spring creek, and at the confluence of that creek with the Highwood a dam diverts the waters of spring creek into the Little Bow Ditch, and thence into the Little Bow River. Discharge Measurements of Little Bow Ditch at High River, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. Jan. 3 22 F. R. Burfield Feet. 16.7 17.0 11.7 17.0 17.0 17.8 17.8 16.9 17.5 17.3 16.7 17.1 17.0 12.5 12.2 Sq. ft. 26.0 19.0 12.9 27.0 28.1 39.7 34.9 24.1 26.0 27.4 22.4 25.4 20.6 8.5 7.2 Fl. per sec. 1.05 1.58 2.58 1.06 1.07 1.54 1.41 0.89 1.05 1.08 0.87 1.08 0.82 1.99 1.65 Feel. 1.20 2.09 1.19 1.1-3 1.30 1.90 1.65 0.96 1.17 1.16 0.88 1.14 0.80 0.77 0.74 Sec.-ft. 27.0 Jan. do 30.0 Mar. 15 H. O. Brown 33.0 28 F. R. Steinberger 29.0 May 19 do 30.0 9 do 61.0 June 30 do 49.0 July 17.. do 22.0 Aug. 9 do 27.0 28 do 30.0 Sept. 19 do 19.5 Oct. 7 do . . .... 27.4 Nov. 5 do 16.9 Dec. 11 J. S. Tempest. . 16.9 Dec. 22 do 11.9 128 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Little Bow Ditch at High River, for 1913. Day. January. Gauge Height. Dis- charge. February. Gauge Height. Dis- charge. March. Gauge Height. Dis- charge. April. Gauge Height. Dis- charge. May. Gauge Height. Dis- charge. June. Gauge Height. Dis- charge 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Feet. bl.81 1.83 1.45 a3.00 a2.02 1.55 1.84 1.83 1.73 1.53 1.64 1.78 1.82 1.84 1.78 2.05 1.60 1.75 1.95 2.20 2.05 2.10 1.98 2.12 2.41 2.48 2.50 2.40 2.20 1.75 1.75 Sec.-fl. 29 29 28 33 30 29 29 29 29 28 29 29 29 29 29 30 29 29 30 30 30 30 30 30 31 31 31 31 30 29 29 Feet. 1.75 1.76 1.80 2.15 1.65 1.65 2.00 1.98 2.10 2.22 2.28 2.28 2.15 2.15 2.15 2.10 2.08 1.85 1.70 1.25 1.47 1.35 1.23 1.50 cl.50 2.10 2.03 2.05 Sec.-ft. 29 29 29 30 29 29 30 30 30 31 31 31 30 30 30 30 30 29 29 28 f 30 f 35 f 40 f 50 { 60 71 67 68 Feet. 1.85 1.90 1.87 1.66 1.60 1.54 1.52 1.95 2.00 2.01 2.00 1.60 1.50 1.50 1.15 1.45 1.70 1.30 1.60 1.75 1.85 1.55 1.42 1.36 1.95 1.70 1.25 1.16 1.22 1.35 1.90 Sec.-ft. 59 61 60 49 47 44 42 63 66 66 66 47 42 42 28 40 51 33 47 54 59 44 38 36 63 51 31 28 30 36 61 Feet. 1.56 1.60 1.44 1.48 1.70 2.05 2.15 2.05 2.05 2.04 2.07 2.04 1.95 1.65 1.61 1.43 1.40 1.37 1.40 1.42 1.43 1.43 1.41 1.35 1.15 1.10 1.10 1.10 Sec.-ft. 45 47 39 41 51 68 73 68 68 68 69 68 63 49 47 39 38 36 38 38 39 39 38 38 36 36 28 26 26 26 Feet. 1.11 1.11 1.11 1.11 1.11 1.11 1.11 1.14 1.13 1.14 1.22 1.24 1.32 1.34 1.33 1.33 1.33 1.32 1.30 1.36 1.37 1.40 1.47 1.47 1.49 1.59 1.74 1.84 2.15 1.95 2.00 Sec.-ft. 26 26 26 26 26 26 26 27 27 27 30 31 34 35 35 35 35 34 33 36 36 38 41 41 42 46 53 58 73 63 66 Feet. 2.02 1.94 1.85 1.89 1.85 1.85 1.83 1.85 1.90 1.84 1.75 1.64 1.61 1.52 1.45 1.39 1.36 1.32 1.52 1.67 1.52 1.47 1.40 1.41 1.40 1.62 1.88 1.90 1.73 1.65 Sec-ft. 67 63 59 60 59 69 58 59 61 58 54 48 47 43 40 37 36 34 43 50 43 41 38 38 38 47 60 61 53 49 a High gauge height probably caused by jam. b to c Ice conditions. / Ice going out, discharge interpolated. BOW RIVER DRAINAGE BASIN 129 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Little Bow Ditch at High River, for 1913. — Concluded. Day. July. August. September. October. November. December. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 1.61 1.52 1.49 1.47 1.40 1.24 1.14 1.32 1.29 1.27 1.23 1.20 1.20 1.18 1.18 1.16 1.16 1.13 1.10 1.09 1.10 1.07 1.05 1.05 1.03 1.00 1.00 1.00 0.98 0.98 0.98 Sec-ft. 47 43 42 41 38 31 27 34 33 32 31 30 30 29 29 28 28 27 26 26 26 25 24 24 24 23 23 23 22 22 22 Feet. 1.00 1.00 1.00 1.00 1.00 1.03 1.05 1.05 1.10 1.16 1.50 1.48 1.18 1.18 1.16 1.16 1.17 1.17 1.19 1.08 1.08 1.03 1.02 0.99 0.98 0.93 1.16 1.14 1.13 1.17 1.12 Sec-ft. 23 23 23 23 23 24 24 24 26 28 42 41 29 29 28 28 28 28 29 25 25 24 23 22 22 21 28 27 27 28 27 Feet. 1.08 1.02 0.98 0.95 0.98 1.03 0.98 0.95 0.88 0.89 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 0.88 1.78 1.62 1.63 1.63 1.63 1.62 1.23 1.43 1.48 1.48 Sec-ft. 25.0 23.0 22.0 21.0 22.0 24.0 22.0 21.0 19.3 19.5 19.3 19.3 19.3 19.3 19.3 19.3 19.3 19.3 19.3 19.3 55.0 48.0 48.0 48.0 48.0 48.0 31.0 39.0 41.0 41.0 Feet. 1.48 1.47 1.47 1.48 1.48 1.13 1.13 1.12 1.12 1.16 1.08 1.11 0.88 0.93 0.91 0.93 0.93 0.93 0.82 0.85 0.87 0.85 0.85 0.83 0.82 0.82 0.80 0.80 0.83 0.85 0.85 Sec-ft. 41.0 41.0 41.0 41.8 41.0 27.0 27.0 27.0 27.0 28.0 25.0 26.0 19.3 21.0 20.0 21.0 21.0 21.0 17.7 18.5 19.0 18.5 18.5 18.0 17.7 17.7 17.2 17.2 18.0 18.5 18.5 Feet. 0.86 0.93 0.88 0.85 0.88 0.90 0.88 0.88 0.85 0.85 0.83 0.80 0.95 1.13 0.98 0.88 0.86 0.85 0.96 0.78 0.72 0.58 0.58 0.78 0.92 0.85 0.83 1.07 0.85 0.83 Sec-ft. 18.8 21.0 19.3 18.5 19.3 19.8 19.3 19.3 18.5 18.5 18.0 17.2 21.0 27.0 22.0 19.3 18.8 18.5 22.0 16.7 15.3 12.3 12.3 16.7 20.0 18.5 18.0 25.0 18.5 18.0 Feel. 0.96 0.93 0.88 0.92 0.99 0.73 0.98 0.72 0.69 0.91 0.75 0.66 0.73 0.78 0.91 0.76 0.91 0.84 0.79 do. 63 0.62 0.73 0.73 0.93 1.03 1.21 1.25 1.35 1.35 1.03 eO.93 Sec-ft. 22.0 2 3 21.0 19.3 4 20.0 5 22.0 6 15.5 7 22.0 8 15.3 9 14.6 10 20.0 11 16.0 12 13.9 13 14 15.5 16.7 15 20.0 16 16.2 17 20.0 18 18.2 19 17.0 20 26.0 21 26.0 22 26.0 23 26.0 24 27.0 25 27.0 26 28.0 27 28.0 28 28.0 29 28.0 30 27.0 31 27.0 d to e Ice conditions. Monthly Discharge of Little Bow Ditch at High River, for 1913. (Drainage area square miles). Discharge in Second-Feet. Rxjn-Off. MOKTH. Maximum. Minimum. Mean. Per square MUe. Depth in inches on Drainage Area. Total in Acre-feet. January 33 71 66 73 73 67 47 42 65 41 27 28 28.0 28.0 28.0 26.0 26.0 34.0 22.0 21.0 19.3 17.2 12.3 13.9 29.6 36.3 47.9 46.2 37.4 50.1 29.4 26.5 28.6 24.2 18.9 21.6 1,820 2.016 March 2,945 2 749 May 2.300 June 2 981 July 1,808 August 1,629 September 1,702 October 1,488 November 1,125 December 1,328 The year 23,891 130 STREAM MEASUREMENTS, 1913 HIGHWOOD RIVER AT HIGH RIVER. 4 GEORGE v., A. 1914 This station was first established some years ago, by the Irrigation Sun-eys. It was re-estabUshed on May 28, 1908, by P. M. Sauder. It is located at the highway bridge in the town of High River, on the N.W. ^ See. 6, Tp. 19, Rge. 28, W. 4th Mer. A plain staff gauge, graduated to feet and hundredths, is fastened vertically to the downstream face of the centre pier. The zero (elev. 9162) is referred to a bench mark (assu- med elev. 100.00) on the southwest corner of the concrete pier supporting the north end of the Canadian Pacific Railway Bridge. The channel is straight for about 300 feet above and below the station. The right bank is low and liable to overflow. It is composed of gravel and sand and covered with brush. The left bank is low, but is protected from overflow by a crib work. The current is swift at high stages of the stream, but is sluggish in low water. _ Discharge measurements are made from the downstream side of the bridge. The initial point for soundings is the inside edge of the crib abutment, supporting the north end of the bridge. Distances are marked on the bottom chord of the bridge at everj^ five feet from the initial point. There is an eddy about the centre pier and special care must be exercised by the hydrographer in making discharge measurements at this station. At extreme low water, a check measurement is made at a wading station about 300 yards below the bridge. During a flood in 1908, Highwood River overflowed its left bank some distance above the traffic bridge and did considerable damage to property. To prevent a repetition of this occur- rence, a highwater overflow channel has been constructed from the Lineham miU pond to the river. The water carried off through this spillway does not pass the gauging station. Mis- cellaneous measurements of this flow were made on the same day that Highwood River was measured. The discharge of this spillway and that of Little Bow Ditch should both be added to the discharge of Highwood River to obtain the total yield of the drainage area. During 1913, from April 27th to December 31st the gauge was read by W. E. M. Holmes. Discharge Measurements of Highwood River at High River, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. Jan. Jan. 4 F. R. Burfield Feet. 70.0 34.0 40.0 130.0 141.0 149.5 147.0 138.0 138.0 124.2 128.0 Sq. ft. 49.0 22.6 27.8 408.0 479.6 738.8 717.6 482.5 479.0 417.9 371.0 359.0 134.0 81.5 50.7 8.6 Ft. per sec. 1.16 1.62 1.54 0.88 1.24 2.78 2.44 1.01 1.13 0.86 0.89 0.66 1.69 1.29 0,83 2.85 Feel. 1.62 1.84 1.65 2.44 2.83 4.32 4.00 2.73 2.81 2.50 2.40 2.18 2.12 2.10 l.£0 1.35 Sec.-fl. 57 22 do . . 37 15 H. O. Brown 43 April 28 F. R. Steinberger 362 19 do 594 June June July 9 do 2.000 30 do 1.748 17 . do 486 9 do 540 Aug. Sept. 29 do 359 19 . do 323 Oct 7 do 241 4 J. S. Tempest 134.0 84.0 77.5 16.0 226 Dec. 10 . . do 105 Dec. 20 do 42 Dec. 22 do 25 BOW RIVER DRAINAGE BASIN 131 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Highwood River at High River, for 1913. April. May. June. July. Day. Gauge Dis- Height. c±arge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feet. 2.24 2.28 2.28 2.24 2.23 2.24 2.26 2.27 2.27 2.28 2.30 2.30 2.51 2.69 2.83 2.85 2.84 2.86 2.92 2.99 3.01 3.21 3.38 3.53 3.66 3.82 3.94 4.03 4.36 4.35 . . 4 . 47 Sec.-ft. 264 278 278 264 260 264 271 274 274 278 285 285 375 470 554 568 561 574 614 663 678 844 1.001 1,152 1,291 1,473 1,611 1,714 2,094 2,082 2,220 Feet. 4.37 4.35 4.25 4.25 4.28 4.23 ,4.22 4.19 4.26 4.18 4.10 3.96 3.91 3.67 3.80 3.52 3.31 3.25 3.44 a3.38 3.31 3.27 3.21 3.08 3.32 3.37 3.78 3.95 4.04 4.01 Sec.-ft. 2,106 2,082 1,968 1,968 2.002 1,944 1,933 1,898 1,979 1,887 1,795 1,634 1,576 1,302 1,450 1,141 934 880 1,060 1,001 934 898 844 • 734 944 992 1,427 1,622 1,726 1,692 Feet. 3.97 3.85 3.67 3.59 3.45 3.34 3 25 Sec.-ft. 1,646 2 1,508 3 1.302 4 1,214 5 1,070 6 963 7 880 8 3.20 835 9 3.11 758 10 3.13 3.14 3.16 3.08 3.02 3.00 3.04 776 11 784 12 801 13 734 14 686 15 670 16 702 17 3.06 718 18 a2.77 517 19 2.47 356 20 2.64 1 442 21 2.75 505 22 2 67 458 23 2.59 1 415 24 2.51 375 25 2 50 1 370 b 2.50 2.39 2.34 2.29 ""ZIQ 321 301 282 2 59 415 27 2.57 2.53 2.49 2.47 2.48 405 28 385 29 366 30 356 31 .... 361 a Gauge heights interpolated. Xo observations before April 27th. 132 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Highwood River at High River, for 1913. Concluded. August. September. October. November. December. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 2.50 2.48 2.46 2.67 2.89 a2.89 a2.90 a2.90 a2.91 a2.91 a2.92 a2.92 a2.93 a2.93 a2.94 a2.95 a2.95 2.96 2.87 2.84 2.81 2.78 2.71 2.69 2.68 2.68 2.67 2.69 2.68 2.53 2.49 Sec.-ft. 370 361 352 458 ;i94 594 600 600 607 607 614 614 621 621 628 635 635 642 580 561 542 523 481 470 464 464 458 470 464 385 366 Feet. 2.62 2.58 2.56 2.55 2.54 2.51 2.49 2.48 2.47 2.44 2.42 2.40 2.35 2.35 2.33 2.30 2.27 2.31 2.38 2.33 2.25 2.31 2.33 2.30 2.25 2.25 2.25 2.25 2.25 2.18 Sec.-ft. 431 410 400 395 390 375 366 361 356 343 334 325 305 305 297 285 274 289 317 297 268 289 297 285 268 268 168 268 268 244 Feet. 2.15 2.15 2.13 2.25 2.19 2.21 2.10 2.09 2.11 2.16 2.13 2.29 2.46 2.57 2.53 2.42 2.39 2.38 2.34 2.31 2.30 2.29 2.28 2.27 2.26 2.25 2.28 2.24 2.21 2.20 1.85 Sec.-ft. 235 235 229 268 247 254 220 218 223 238 229 .282 352 405 385 334 321 317 301 289 285 282 278 274 271 268 278 264 254 250 164 Feet. 2.26 2.25 2.18 2.12 2.12 2.12 2.09 2.02 2.07 2.05 2.05 2.05 1.97 1.79 2.25 2.22 2.14 2.09 1.90 1.98 1.81 1.97 b2.15 2.37 2.72 2.44 2.39 2.35 2.28 2.25 Sec.-ft. 271 268 244 226 226 226 218 200 212 208 208 208 189 153 268 257 232 218 174 191 157 189 114 138 176 145 140 136 128 124 Feel. 2.17 2.16 2.19 2.22 2.21 2.21 2.06 1.98 1.94 2.11 2.13 2.11 2.13 2.01 2.03 2.03 1.95 1.73 1.71 1.52 1.42 1.35 1.39 1.52 1.75 1.75 1.75 1.77 1.78 1.89 1.79c Sec.-ft. 116 2 115 3 118 4 121 5 120 6 120 7 104 8 95 9 90 10 109 11 111 12 109 13 111 14 98 15 100 16 100 17 92 18 67 19 65 20 44 21 33 22 26 23 30 24 44 25 70 26 70 27 70 72 29 73 30 85 31 74 1 a Gauge height interpolated. b to c Ice conditions. Monthly Discharge of Highwood River at High River, for 1913. (Drainage area 746 square miles). Discharge in Second-Feet. RtJNrOFF, Month. / Maximum. Minimum. Mean. Per square MUe. Depth in inches on Drainage Area. Total in Acre-feet. 370 2.220 2,106 1.646 642 431 405 271 121 282 260 734 356 352 244 164 114 26 318 768 1.478 702 628 319 273 195 86 0.426 1.03 1.98 0.941 0.708 0.428 0.366 0.261 0.115 0.06 1.19 2.21 1.08 0.82 0.48 0.42 0.29 0.13 2,522 47,222 87.948 July 43,164 32,465 18,982 October 16,786 11,603 6,288 The period .. 6.68 265.980 SESSIONAL PAPER No. 25c BOW RIVER DRAINAGE BASIN HIGHWOOD RIVER NEAR ALDERSYDE. 133 Tliis station was established October 3, 1911, by L. R. Brereton. It is located at the traffic bridge on the surveyed trail about one mile east of Aldersyde, in the N.W. U Sec. 17, Tp. 20. Rge. 28, W. 4th Mer. A chain gauge of the standard type was installed in 1913. It is fastened on the right span of the bridge. The length of the chain is 21.02 feet from bottom of weight to marker The zero (elev. 90.64) is referred to a permanent iron bench mark (assumed elev. 100.00) situated on the left bank, near the north end of the bridge. The channel is straight for 1000 feet above and 150 feet below the station. Both banks are high, clear of brush and not liable to overflow. The bed is of coarse gravel with a scatte- ring of large stones and boulders at and near the section. The latter affect the velocity observations to some extent. The current is swift. Discharge measurements are made from the downstream side of the bridge. The initial point for soundings is the stream face of the north or left abutment. During 1913 the gauge was read by L. W. Barrett. The discharge of the Little Bow Ditch at High River should be added to those given to obtain the total yield of the drainage area. Discharge Measurements of Highwood River near Aldersyde, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. 26 Feet. 91.0 134.0 209.3 170.0 158.3 144.0 147.5 134.0 140.0 110.0 Sq. ft. 167.0 235.9 428.4 320.6 264.9 226.0 236.4 198.0 222.0 . 171.0 Ft. per sec. 2.00 2.14 4.62 2.87 2.15 1.67 2.06 1.58 1.94 1.19 Feet. 1.42 1.82 2.83 2.17 1.93 1.62 1.75 1.38 1.63 1.28 Sec.-ft. 335 13 do 505 4 do 2 090 23 do 921 July 16 do •. . . 568 8 do 378 Sept. 5 do 487 Sept. 24 do ... 312 Oct. 15 do 429 Nov. 11 do 204 134 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Highwood River near Aldersj^de, for 1913. April. May. June. D.\Y. Gauge Dis- Height. charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feet. 1.36 1.31 1.36 1.33 1.41 1.^2 1.29 1.37 1.32 1.40a 1.47 1.52 1.62 2.02 2.02 2.00 1.85 1.75 1.84 1.75 1.71 1.71 1.95 2.05 2.24 2.32 2.34 2.64 2.84 2.89 2.97 Sec.-ft. 312 303 312 307 323 305 300 314 305 320 340 356 394 711 711 685 532 460 524 460 436 436 630 750 1,031 1,164 1.198 1,729 2,108 2,206 2,365 Feet. 2.87 2.82 2.82 2.77 2.67 2.67a 2.67 2.72 2.75 2.85 2.72 2.77 2.67 2.62 2.47 2.27 2.26a 2.24a 2.23 2.38a 2.52 2.34 2.17 2.26 2.52 2.77 2.92 3.14 2.82 2.83 Sec.-ft. 2,166 2 2,069 3 . 2,069 4 1,973 5 . 1.785 6 1,785 7 1,785 8 1,878 9 1,935 10 2.128 11 1,878 12 . 1,973 13 . . 1,785 14 1,692 15 2.13 2.03 2.04 1.67 1.84 1.86 2.02 1.99 1.77 1.75 1.53 1.42 1.51 1.52 1.46 1.41 860 724 737 416 524 541 711 674 472 460 359 326 352 355 337 323 1.422 16 1.080 17 1,064 18 . . 1,031 19 . 1,015 20 1,266 1,511 22 1,198 920 24 . 1,064 1.511 1,973 27 ... 2,265 2.705 29 2,069 30 2.088 31 a Gauge heights interpolated. BOW RIVER DRAIXAGE BASIX 135 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Highwood River near Aldcrsyde, for 1913.- Conduded. Day. Jul y. August. September. October. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 2.73 2.51 2.57 2.45 2.35 2.35 2.22 2.15 2.13a 2.11 2.15 2.08a 2.01 2.12 2.01 1.91 2.47 2.30 2.37 2.36 2.35 2.35 2.38 2.44 2.36 2.25a 2.14a 2.09 1.98 2.00 1.98 Sec.-ft. 1,897 1,493 1,501 1,388 1,215 1,215 998 890 860 830 890 789 698 845 698 586 1,422 1.130 1.249 1,232 1,215 1215 1,266 1,370 1,232 1,048 875 802 663 685 663 Feet. 1.88 1.84 1.78 1.80 1.76 1.68 1.65 1.65 1.88a 2.12 1.85 1.76 1.70a 1.65 1.54 1.46 1.56 1.54 1.56 1.45 1.50 1.48a 1.46 1.45 1.40 1.38 1.30 1.26 1.14 1.22 1.28 Sec.-ft. 558 524 478 490 466 421 407 407 558 845 532 466 430 407 363 337 370 363 370 334 348 342 337 334 320 316 301 296 284 291 298 Feel. 1.40 1.38 1.34 1.50 1.48 1.47 1.55 1.50 1.45 1.45 1.44 1.45 1.43 1.40 1.43 1.40 1.38a 1.35 1.35 1.33 1.34 1.40 1.35o 1.30a 1.25 1.30 1.34 1.34 1.29 1.37 Sec.-ft. 320 316 309 348 342 340 366 348 334 334 331 334 328 320 328 320 316 310 310 307 309 320 310 301 294 301 309 309 300 314 Feet. 1.30 1.30 1.30 1.33 1.32 1.33 1.35 1.35 1.34 1.33 1.35 1.29 1.40 1.50 1.64 1.58 1.53 1.53 1.50 1.47a 1.44 1.40 1.38 1.36 1.35 1.34 1.35 1.35 1.35o 1.35a 1.35 Sec.-ft. 301 ■^ 301 3 301 4 307 305 6 307 7 310 8 310 9 309 10 307 11 310 12 300 13 320 14 348 15 403 16 378 17 359 18 359 19 348 20 340 21 ... 331 320 23 316 312 25 310 26 309 310 28 310 310 30 310 31 310 1 ■ ■ " " a Gauge height interpolated. Monthly Discharge of Highwood River near Aldersyde, for 1913. (Drainage area 880 square miles). Discharge in Second-Feet. Maximum.! Minimum.! Mean. Per square Mile. Run-Off. Depth in inches on Drainage Area. April (15-30) May June July .August September. . October 860 2,365 2,705 1,897 845 366 403 323 300 920 586 284 294 300 511 720 1,703 1,060 406 324 322 0.581 0.818 1.94 1.20 0.461 0.368 0.366 0.35 0.94 2.16 1.38 0.53 0.41 0.42 6.19 Total in Acre-feet. 16.217 44.271 101.336 65,180 24.964 19,279 19,800 291.047 BOW RIVER NEAR NAMAKA. This station wa.s osstablished in September, 1909, by P. M. Sander. Tt was originally located on Sec. 31, Tp. 21, Rge. 25, W. 4th Mer. ]:)uring 1911 and 1912 no records were obtained, on account of the interference of construction work on the South(>rn Alberta Land Company's flam, which crosses the river at Johnstone Island In May, 1913, the station was moved bv th*; Companv to its present position one half mile above the dam, on the N.E.''4 Sec. 32, tp. 21, Rge. 2.5, W. 4th Mer. 136 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 The gauge is a 6" x 2" plank, graduated to feet and tenths and is driven into the river bed at the right bank. The gauge readings give the water elevation in feet above mean sea level, (C.P.R. datum. The elevation of the gauge is referred to a bench mark (elev. 2969.10) on a tree stump 30' N.SOo.W. of the N. W. corner of the right cable tower. The channel is straight for 1,000 feet above and 1,500 feet below the station. The right bank is low, gravelly and liable to overflow at high stages. The left bank is high, covered mostly with large boulders, and is not liable to overflow. The bed of the stream is rocky and is not liable to shift. There is one channel at all stages. Discharge measurements are made by means of a cable and car. The initial point for soundings is the north face of the bottom stringer of the cable tower on the right bank. During 1913, the gauge was read by R. B. Bowen, timekeeper in the employ of the Southern Alberta Land Company. Discharge Measurements of Bow River near Namaka, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. Aug. 2 Feet. F. R. Steinberger 358 . 0 Sq.ft. 1,788 1,826 1,581 1,374 1,357 1,276 1,146 Ft. per sec. 3.94 3.48 3.08 2.52 2.72 2.26 2.18 Feet. 57.65 57.35 57.05 56.45 56.52 36.10 56.09 Sec.-ft. 7,055 Sept. 4 do 350.0 346.0 340.0 343.0 338.0 336.0 6.353 Sept. 15 T. H. Hatch do 4,866 Oct. 9 3,461 Oct 14 F. R. Steinberger 3,709 Oct. 30 T. H. Hatch 2,889 Nov. 12 2,498 Daily Gauge Height and Discharge of Bow River near Namaka, for 1913. Day. May. June. July. August. September. October. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feet. 59.30 59.50 59.70 59.70 59.75 59.75 59.75 59.60 59.75 60.20 60.55 60.80 60 90 60.70 60.40 59.90 59.40 58.90 58.70 59.00 59.50 59.50 59.20 59.00 59.10 59.60 60.20 60.40 60.10 59.90 Sec.-ft. 13,365 14,340 15,375 15,375 15,645 15,645 15,645 14,850 15,645 18,225 20,445 22,140 22,845 21,450 19,470 16,470 13,845 11,580 10,750 12,010 14.340 14.340 12.900 12.010 12,450 14,850 18,225 19.470 17.625 16.470 Feet. 59.80 59.70 59.50 59.20 59.10 58.80 58.70 58.50 58.70 58.50 58.40 58.40 58.40 58.30 58.00 57.90 57.80 57.60 57.50 b57 50 57.70 58.00 58.20 58.25 58.20 58.15 58.15 58.10 58.10 58.00 57.85 Sec.-ft. 15.915 15.375 14,340 12,900 12,450 11.160 10.750 9.960 10,750 9.960 9,580 9,580 9,580 9,210 8,145 7,800 7,460 6,795 6.470 6.470 7.125 8.145 8,850 9,030 8,850 8,675 8,675 8,495 8.495 8,145 7.630 Feet. 57.75 b57.70 57.65 57.95 57.85 57.90 57.90 58.00 58.12 59.55 59.25 59.00 58.90 59.10 59.12 58.80 58.70 58.45 58.35 58.20 58.00 57.90 57.70 57.60 57.60 57.50 57.50 57.50 57.50 57.55 57.55 Sec.-ft. 7.295 7.125 6,960 7,970 7,630 7,800 7,800 8,145 8,565 14,595 13,130 12,010 11.580 12,450 12,540 11,160 10,750 9,770 9,395 8.850 8.145 7.800 7.125 6.795 6.795 6.470 6.470 6.470 6.470 6.630 6.630 Feet. 57.60 57.80 57.60 57.35 57.40 58.45 58.25 68.00 57.75 57.60 57.60 57.72 57.40 57.35 57.10 57.00 57.00 56.90 56.90 56.90 57.00 56.95 56.90 56.85 56.75 56.65 56.60 56.60 56.55 56.55 Sec.-ft. 6.795 7.460 6.795 5.995 6,150 9,770 9,030 8.145 7,295 6,795 6,795 7,190 6,150 5,995 5,225 4,935 4.935 4,655 4.655 4.655 4.935 4.795 4.655 4.520 4.255 4.000 3.870 3.870 3.745 3.745 Feet. 56.70 56.70 56.60 56.60 56.60 56.60 56.55 56.50 56.50 56.50 56.40 56.40 56.35 56.60 56.60 56.55 56.50 56.50 56.40 56.40 56.35 56.30 56.30 56.30 56.20 56.20 56.20 56.20 56.20 56.10 56.10 Sec.-ft. 4,125 2 4,125 !;:::::::::::::::: 3,870 3.870 5 3.870 6 3.870 7 3.745 8 3.620 9 3.620 10 3.620 11 3,380 12:::::::::: "::::: 3,380 13 14 a57.90 57.70 57.10 57.00 57.00 56.80 56.80 56.70 56.70 56.70 56.90 57.05 57.40 57.60 58.00 58.30 58.55 59.20 59.30 '7,800 7,125 5,225 4,935 4,935 4,385 4,385 4.125 4,125 4.125 4.655 5.080 6.150 6,795 7,460 9.210 10.155 12.900 13,365 3,265 3,870 15 16 3,870 3,745 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 3.620 3,620 3.380 3,380 3,265 3,150 3,150 3.150 2.925 2.925 2,925 2.925 2,925 2,710 2.710 1 Observations commenced May 13. No observations between July 19 and Aug. 3. Gauge heights interpolated. BOW RIVER DRAINAGE BASIN 137 SESSIONAL PAPER No. 25c Monthly Discharge of Bow River near Xamaka, for 1913. (Drainage area 6,075 square miles.) Month. May (13 to 31). June July August September October The period . Discharge in Second-Feet. Maximum. ' Minimum . Mean. 13.365 22,845 15,915 14,595 9.770 4,125 4,125 10,750 6,470 6,470 3,745 2,710 6,681 15,926 9,573 8,752 5,727 3,439 Per square Mile. 1.10 2.62 1.58 1.44 0.943 0.566 Run-Off. Depth in inches on Drainage Area. 0.78 2.92 1.82 1.66 1.05 0.65 8.88 Total in Acre-feet. 251,779 947,666 588,560 538,140 340,780 211,450 2,878.375 BOW RIVER NEAR BASSANO. This station was established on August 20, 1909, by the Department of Natural Resour- ces, Canadian Pacific Railway Company. The station was moved in May 191.3 from its original position one mile above the Company's dam to a position one half mile below the dam. It is located near the quarter line of the S. V2 See. 2, Tp. 21, Rge. 19, W. 4th Mer., at the Horseshoe bend, three and one half miles southeast of the town of Bassano. The gauge, which is a 2" x 8" timber graduated to feet and tenths, is driven into the bed of the river at the left bank at the cable, and stayed from the bank. The gauge readings give the water elevation in feet above mean sea level (C.P.R. datum). The elevation of the gauge is referred to a bench mark (elev. 2526.14) on a tree stump on the right bank, 27 feet and 16 feet from the upstream and downstream sides of the cable tower, respectively. The channel is straight for about one half mile above and below the station. The left bank is high steep bluffs, clean and not liable to overflow. The right bank is high, lightly wooded and not liable to overflow. The bed of the stream is composed of large boulders which may shift at high stages. There is one channel at all stages. Discharge measurements are made by means of a cable and ear. The initial point for soundings is a stake on the left bank and the distances are marked on a tag wire upstream from the cable. During 1913, the gauge was read by employees of the Canadian Pacific Railway, Department of Natural Resources. Readings were taken until July on a gauge at the dam, but these could not be used for computing daily discharge. Discharge Measurements of Bow River near Bassano, in 1913. Date. Hydrographer. June 10 July 30 Aug. 12 Aug. 16 Aug. 22 Sept. 8 Sept. 26 Oct. 17 Nov. 17 Width. F. S. Jackson F. R. Steinberger F. S. Jackson F. R. Steinberger F. S. Jackson F. R. Steinberger do do do Feet. 580.0 575.0 580.0 578.0 550.0 567.0 558.0 558.0 535.0 Area Mean of Section. Velocity. Sq. ft. 4,070 3,010 3,541 3,671 2,836 3,094 2,420 2,289 2,093 Ft. per sec. 4.28 2.07 3.52 3.20 2.79 2.74 1.70 1.58 1.29 Gauge Height. Feet. 17.55 16.00 16.92 16.75 16.00 16.10 14.85 14.70 14.35 Discharge. Sec.-ft. .17,418 8,056 12,478 11,708 7,921 8,472 4,111 3,613 2,700 138 STREAM MEASUREMENTS, 1.913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Bow River near Bassano, for 1913. — Concluded. Day. July. August. September. October Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-n. Feet. 15.93 15.75 15.80 15.80 15.85 15.85 15.85 15.80 15.87 16.30 17.17 16.92 16.74 . 16.73 16.68 16.65 16.60 16.42 16.32 16.27 16.22 16.00 15.80 15.70 15.67 15.65 15.60 15.60 15.60 15.57 15.55 Sec.-n. 7,689 6,940 7,140 7,140 7,350 7,350 7,350 7,140 7,434 9,340 14,274 12,596 11.544 11,488 11,234 11,055 10,790 9,906 9,434 9,202 8,972 7,990 7.140 6.740 6,626 6.550 6,360 6.360 6,360 6,252 6,180 Feel. 15.52 15.65 15.75 15.67 15.50 15.45 16.10 16.00 15.90 15,87 15,65 15,40 15,20 15.17 15,05 14,90 14,80 14,80 14.80 14,80 14,80 14,80 14,90 14,80 14.85 14,65 14.50 14.50 14.50 14.50 Sec.-jl. 6,072 6,550 6,940 6,626 6,000 5,830 8,430 7,990 7.560 7,434 6,550 5,660 5,010 4,917 4.550 4,110 3,830 3,830 3.830 3,830 3,830 3.830 4,110 3,830 3.970 3.450 3.100 3,100 3.100 3,100 Feel. 14,50 14,50 14.60 14.60 14,60 14.50 14.45 14,45 14,43 14,50 14,61 14,70 14.75 14.67 14.60 b Sec.-fl. 3,100 2 3,100 3 3,330 4 . . 3,330 5 3,330 6 3,100 7 2,990 8 2,990 9 2,946 10 3,100 11 3,354 12 3,570 13 3,700 14 3.498 15 3,330 16 17 18 19 20 . . . 15.450 15.46 15.50 15.50 16.05 16.13 16.05 16.13 16.13 16.00 15.97 15.95 5,830 5,864 6,000 6,000 8,210 8,565 8,210 8,565 8,565 7,990 7,861 7,775 21 22 24 27 28 29 31 a Observations commenced at new station. b Observations discontinued for the season. Monthly Discharge of Bow River near Bassano. for 1913. (Drainage area 7,613 square miles.) Month. DiscH.\RGE IN Second-Feet. Maximum. Per square Mile.. Run-Off. Depth in inches on Drainage Area. Total in Acre-feet. July (20 to 31)... August September October (1 to 15). The period 8,565 14,274 8,430 3,700 5.830 6,180 3,100 2,946 7.453 8.449 5.032 3.251 0.978 1.11 0,661 0,427 0.40 1,28 0,74 0,24 2.66 177,391 519,513 299.429 96,725 1.093,058 BOW RIVER DRAIXAGE BASIN 139 SESSIONAL PAPER No. 25c Miscellaneous Discharge Measurements made in Bow River drainage basin, in 1913,. Date. Hydrographer. Stream Location. Width. Area of Section. Mean velocity. Discharge. Jan. 2. " 16. " 31. Feb. 10. " 27. Mar. 13 . " 26. July 11. " 24. Aug. 7. Sep. 18. Oct. 2. " 16. " 30. July 11. " 24. Aug. 7. Sep. 18. Oct. 2 . ■• 16. ■• 30. Jan. 3. Sep. 11. June 6. " 27. Aug. 6. " 27. Sep. 17. Oct. 4 . " 31. July 14. Aug. 6 . " 27. Sep. 17. Oct. 4 . " 31. July 11. •• 24. Aug. 7. Sep. 18. Oct. 2 . •• 16. Oct. 30. Sep. 2 . July 11. Aug. 7. Sep. 18. Oct. 2 . •' 16. Julv 16. " 31. Aug. 14. Sep. 10. " 24. Oct. 10. •' 25. June 9. •• 30. July 17. Aug. 9. •• 29. Sep. 19. Oct. 7 . H. C. Ritchie.. do do do do do do do do do do G. R. Elliott. . do H. C. Ritchie.. do do do do G. R. Elliott. . do H. C. Ritchie.. H. C. Ritchie.. do F. R. Steinberger do do do do do do do do do do do do H. C. Ritchie. . do do do G. R. Elliott. . do H. C. Ritchie.. do do do do G. R. Elliott. . do H. C. Ritchie.. do do do do G. R. Elliott. . H. C. Ritchie.. F. R. Steinberge; do do do do do do Spillway Bath Creek. . . do do do do do do Beaupre Creek do do do do do do Bighill Creek. . do do do do do do Bow River do FishCreek(N.Bch) do do do do do do Fish Creek S. Brch) do do do do do Grand Valley Ck do do do do do Grand Valley Creek Healey Creek.. . . Horse Creek do do do do Lake Louise Tail-race of power house. . do do do do do Lineham do do do do do do N.E. 32-28-16-5. do do do do do do N.E. 15-26-5-5 do do do do do do S.W 10-26-4-5 do do do do do do S.E. 28-28-16-5 S.W. 32-26-14-5 S.E. 22-22-3-5 do do do do do do S.E. 22-22-3-5. do do do do do S.W. 24-26-5-5 do do do do do S.W. 24-26-5-5 S.W. 29-25-12-5 N.E. 8-26-4-5.. do do do do N.W. 21-28-16-5 do do do do do do ,. N.W. 6-19-28 do do do do do do Feet. 20.7 16.6 16.4 15.5 16.2 16.4 16.4 5.4 4.1 4.9 Sq. Ft. Ft. per sec. 3.0 4.3 11.2 11.2 11.0 11.0 8.8 11.3 12.0 41.0 124.0 21.0 30.0 18.8 18.6 17.0 18.7 17.0 35.0 22.4 32.7 16.5 15.5 16.0 11.5 11.0 11.1 8.0 8.5 6.5 7.0 49.9 12.0 11.5 9.5 8.3 6.6 6.6 6.9 6.6 5.7 5.3 5.4 9.5 8.3 9.8 24.5 9.5 10.7 9.9 10.9 15.5 15.3 15.6 15.7 14.8 14.2 2.44 1.41 1.52 0.36 1.22 7.64 7.38 6.25 5.80 6.05 6.38 11.4 61.2 390 25.2 35.5 18.4 15.9 15.0 17.2 10.2 39.8 17.2 28.9 12.8 10.3 5.85 9.08 8.05 7.32 5.60 2.77 2.52 2.80 56.9 8.30 7.60 5.44 3.43 5.06 06 .06 .56 .33 .84 8.20 7.79 8.30 16.9 7.65 7.87 8.35 1.14 0.76 0.69 0.59 0.64 0.60 0.61 0.94 1.10 0.53 0.50 0.98 1.75 1.96 2.00 1.98 1.93 1.64 1.25 1.12 3.48 0.66 2.94 0.50 0.32 0.28 0.44 0.60 0.94 0.55 0.32 0.40 0.87 1.23 1.25 1.20 0.77 0.71 0.74 1.45 1.90 1.94 0.54 0.39 0.23 0.67 2.00 1.16 2.18 1.66 1.39 1.73 1.68 2.04 Sec.-ft. 12.4 11.8 10.5 9.3 10.1 8.9 8.7 2.3 1.55 0.81 a 0.50 0.18 1.19 a0.50 13.3 14.5 12.5 11.5 11.7 10.5 14.3 67 1,358 14.5 105 9.2 4.8 4.2 7.4 6.2 37 9.5 9.1 5.6 9.0 8.0 11.3 9.7 5.6 4.0 2.1 3.6 5.3 111 4.5 2.9 a0.50 1.26 2.29 10.1 10.2 14.9 10.2 11.2 9.4 7.4 9.5 16.9 13.8 24 13.2 13.2 17.0 a Estimated. No. 25c.— 10 140 STREAM MEASUREMENTS, 1913 4 GEORGE v.. A. 1914 Miscellaneous Discharge Measurements made in Bow River drainage basin in 1913, {Concluded.). Date. Hydrographer. Stream Location. Width. Area of Section. Mean Velocity. Discharge Feet. Sq.ft. Ft. per sec. Sec. ft. Nov. 5 . . . . F. R. Steinberger Lineham Spillway. N.W. 6-19-28-4. . 11.0 6.35 1.36 8.6 July 15 do Pine Creek N. E.11-22-1-5... 11.2 4.11 0.73 3.0 Aug. 7 do do do 5.0 1.92 0.36 0.68 •' 27.... do do do 6.5 2.40 0.42 1.02 Sep. 18 do do do 5.0 1.50 0.66 1.00 Oct. 6 do do do 6.4 2.28 0.92 2.11 Nov. 2 do do do 5.5 1.90 0.38 0.74 July 11 H. C. Ritchie.. . . Spencer Creek . . S.E. 18-26-5-5. 10.0 5.90 1.34 7.9 " 24.... do do do 10.1 5.53 1.22 6.8 Aug. 7 do do do 10.0 5.30 1.09 6.8 Sep. 18 do do do 10.0 6.80 0.89 fi.l Oct. 2 G. R. Elliott do do 5.5 6.20 0.83 6.1 " 16 do do do 5.5 5.09 1.00 6.1 " 30 H. C. Ritchie.... do do 7.8 4.96 0.74 3.7 Aug. 21 ... . do Spray Lakes (overflow) . . Sec. 30-22-10-5 .. 38.8 41.9 2.58 108 " 22.... do Spray River (Channel 1) do 81.5 154 3.94 608 " 22.... do Spray River (Channel 2) do 26.0 28.2 1.47 42 Aug. 23 ... . F. R. Steinberger Spring Creek N.E. 15-20-1-5... 4.5 1.10 0.57 0.64 Sep. 14 do do S.W. 19-20-1-5... 4.5 1.63 0.50 0.81 " 14 do do N.E. 15-20-1-5... 4.4 1.96 0.42 ' 0.77 '• 20.... Oct. 8.... Nov. 6 . . . . do do do do N E. 10-17-1-5... 60.18 do 60.25 do do do 60.27 July 18..!. do Tongue Flag Creek. S.E. 24-19-29-4 . "'h'.i' ■"■i.'97" ""q.u" 1.66 Aug. 28 do do do 6.0 2.80 0.45 1.27 Sep. 11.... H. C. Ritchie.... Vermilion Creek. . . S.W. 32-26-14-5.. 27.5 29.8 2.89 86 6 Weir measurement. LITTLE BOW RIVER DRAINAGE BASIN. General Description. The source of Little Bow River is a spring in the Town of High River in section 6, township 19, range 28, west of the fourth meridian. From here it flows in a southeasterly direction for one hundred miles and empties into the Belly River. In the first few miles, the natural flow is dependent entirely on a number of small springs and coulees which are dry most of the year, but later is augmented by the flow from Mosquito Creek, which drains the south and westerly part of the drainage basin. There is a comparatively large flow in this stream during the spring freshets, but during summer it would under natural conditions dry up. There are a large number of ranchers and settlers on this stream and it is very important that there should be a good flow for domestic and stock watering purposes. For this reason, the Provincial Government has constructed a canal and diverts water from Highwood River into Little Bow River whenever required. MOSviUITO CREEK NEAR NANTON. This station was established August 1, 1908. by H. C. Ritchie. It is located at a traffic bridge, about four miles from Nanton, on the road from Nan ton to Cayley. The bridge is on a road diversion on the N.E. U Sec. 30, Tp. 16. Rge. 28, W. 4th Mer The gauge, which is a plain staff graduated to feet and hundredths, is fixed in a stifling box in the left bank a few yards upstream from the bridge. It is referred to two spike heads on the south side of the bridge pier at the right bank; elevation 10.22 above the zero of the gauge. The channel is straight for about 175 feet below the station, then curves to the left. Above the station the channel curves slightly to the left for about 500 feet, then it turns sharply to the left. The right bank is low near the water's edge but is high a few feet from It. Sand and mud deposit on this bank in high water. The left bank is high and is of solid clay with a few boulders. There is only one channel at low water. The bridge piers divide the stream into three channels at flood stage. Discharge measurements are made from the bridge at high water and flood stages. The initial point For soundings is the north end of the bridge The current is very sluggish at the bridge during low water and during this stage discharge measurements are made at wading sections above or below the bridge. During 1913, the gauge was read by Wm. Monkman. * LITTLE BOW RIVER DRAIA'AGE BASIN SESSIONAL PAPER No. 25c 141 Discharge JNIeasxjrements of Mosquito Creek near Nanton, in 1913. Date. Hydrogrpaher. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April May May June July Aug. 14 H. O. Brown Feel. 37.5 23.7 28.0 27.0 55.0 35.5 33.0 25.5 33.5 26.0 24.0 Sq.ft. 43.40 15.70 19.60 21.99 65.10 34.70 30.50 22.90 31.00 20.10 15.40 Fl. per sec. 1.59 0.63 0.70 0.48 1.23 0.53 0.55 0.30 0.42 0.30 0.26 Feel. 3.23 2.34 2.40 2.30 2.99 2.70 2.60 2.40 2.30 2.37 2.20 Sec.-ft. 69.0 6 . ... J. S. Wright 9.9 30 R. Palmer 13.7 19 do 10.5 12 do 80.0 1 do 18.4 20 do 16.9 Sept. 8 do 6.9 Sept. 24 do 13.1 Oct. 13 do 5.9 13 . do 4.1 Daily Gauge Height and Discharge of Mosquito Creek near Nanton, for 1913. April. May. June. D.A^Y. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feel. Sec.-ft. Feet. 2.44 2.42 2.42 2.40 2.40 2.42 2.44 2.48 2.50 2.54 2.50 2.70 2.80 3.00 2.85 2.80 2.67 2.62 2.57 2.50 2.48 2.47 2.45 2.42 2.40 2.42 2.44 2.44 2.42 2.40 2.40 Sec.-ft. 15.1 14.4 14.4 13.7 13.7 14.4 15.1 16.6 17.4 19.2 17.4 27.0 33.0 48.0 37.0 33.0 26.0 23.0 20.0 17.4 16.6 16.2 15.4 14.4 13.7 14.4 15.1 15.1 14.4 13.7 13.7 Feet. 2.40 2.42 2.38 2.38 2.39 2.38 2.40 2.40 2.41 2.42 2.40 2.40 2.38 2.40 2.38 2.37 2.38 2.40 2.44 2.44 2.42 2.44 2.48 2.60 2.80 3.20 3.50 3.40 3.20 3.10 Sec.-ft. 13.7 2 14.4 3 13.0 4 13.0 5 13.4 6 13.0 7 . 13.7 8 13.7 9 14.0 10 14.4 11 13.7 12 13.7 13 13.0 14 13.7 15 13.0 16 12.7 17 13.0 18 13.7 19 15.1 20 2.86a 33.0 35.0 35.0 32.0 30.0 26.0 23.0 21.0 19.2 16.6 14.4 17.6c 21 2.83 2.82 2.78 2.74 2.68 2.62 2.58 2.54 2.48 2.42 18.0 22 22.0 23 26 0 24 35 0 25 52.0 26 92 0 27 120.0 28... 112.0 29..: .. :: 94 0 30 86 0 31 Observations commenced. Shifting conditions from June 20 to July 12. No. 2.5c.— lOj 142 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Dt.schakge of Mosquito, near Nanton, for 1913. — Concluded Day. July. August. September. October. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feel. 3.00 3.00 2.90 2.87 2.70 2.70 2.60 2.60 2.60 2.70 '2.84 2.90 2.90 2.80 2.80 2.70 2.70 2.60 2.60 2.60 2.60 2.60 2.60 2.60 2.60 2.60 2.65 2.70 2.78 2.80 2.78 Sec.-ft. 77.0 78.0 69.0 66.0 52.0 52.0 44.0 45.0 45.0 53.0 66.0 71.0c 43.0 30.0 30.0 21.0 21.0 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 14.8 17.6 21.0 28.0 30.0 28.0 Feet. 2.78 2.78 2.78 2.78 2.78 2.80 2.90 3.00 3.10 3.10 2.80 2.70 2.70 2.60 2.60 2.80 2.80 Sec.-ft. 28.0 28,0 28.0 28.0 28.0 30.0 43.0 88.0 168.0 168.0 30.0 21.0 21.0 14.8 14.8 30.0 30.0 Feel. 2.50 2.60 2.58 2.50 2.50 2.45 2.40 2.40 2.38 2.37 2.35 2.33 2.30 2.30 2.30 2.30 2.30 2 33 2.35 2.33 2.30 2.35 2.35 2.37 2.37 2.35 2.35 2.35 2.37 2.37 Sec.-ft. 10.4 14.8 13.8 10.4 10.4 8.7 7.2 7.2 6,7 6.5 6.0 5.6 5.0 5.0 5.0 5.0 5.0 5.6 6.0 5.6 5.0 6.0 6.0 6.5 6.5 6.0 6.0 6.0 6.5 6.5 Feel. 2.40 2.40 2.45 2.47 2.47 2.45 .'■J.45 2.47 2.50 2.47 2.45 2.40 2.37 2.37 2.35 2.35 2.37 2.35 2.37 2.35 2.35 2.37 2.35 2.35 2.35 2.37 2.40 2.40 2.38 2.37 2.37 Sec.-n. 7.2 2 . . . 7.2 3 8.7 4 9.4 5 9.4 6 8.7 7 8.7 8 9.4 9 10.4 10 9.4 11 8.7 12 . .. 7.2 13 6.5 14 6.5 15 ... 6.0 16 .. 6.0 17 ... 6.5 18 2.80 I 30.0 2.70 21.0 6.0 19 . . . : 6.5 20 2.60 2.60 2.50 2.50 2.50 2.50 2.40 2.37 2.30 2.30 2.40 2.50 14.8 14.8 10.4 10.4 10.4 10.4 7.2 6.5 5.0 5.0 7.2 10.4 6.0 6.0 22 . 6.5 6.0 24 6.0 6.0 6.5 27 7.2 7.2 29 6.7 30 6.5 31 6.5 Shifting conditions from June 20 to July 12. Monthly Discharge of Mosquito Creek near Nanton, for 1913. (Drainage area 186 square miles.) Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Aera. Total in Acre-feet. April (20-30) 35.0 48.0 120.0 78.0 168.0 14.8 10.4 14.4 13.9 12.7 14.80 5.00 5.00 6.00 25.90 19.30 31.10 36.20 31.00 7.03 7.27 0.139 0.104 0.167 0.194 0.166 0.038 0.039 0.06 565 0.12 ; 1,187 0.19 1 1.851 July 0.22 2.226 0.19 1,906 0.04 418 October 0.04 I 447 0.86 8.600 NANTON CREEK NEAR NANTON. This station was established August 3. 1908, by P. M. Sauder. It was originally located on the N.W. 34" Sec. 20, Tp. IG, Rge. 28, W. 4th Mer., but was moved in St'ptombor 1913, by R. Palmer to the S.E. yi See. 19, Tp. 16, Rge. 28, W. 4th Mer.. The station is at the wooden highway bridge three and one half miles northwest of the village of Nanton and one half mile south of Mr. Monkman's house. LITTLE BOW RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 143 The gauge, which is a plain staff graduated to feet and hundredths, is fastened to the south abutment of the bridge. The zero of the gauge (elev. 93.33) is referred to a permanent iron bench mark (assumed elev. 100.00), situated at the old station on the right bank. The channel is straight for 50 feet above and below the station. Both banks are high, grassy and not liable to overflow. The bed of the stream is composed of gravel, not liable to shift. Measurements are made 50 feet downstream from the gauge, by wading. The initial point for soundings is a stake at the left bank. During 1913, from September 9th to October 31st, the gauge was read by W. Monkman. During the earlier part of the season no observer was available. Discharge Measurements of Nanton Creek near Nanton, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. 14 6 30 19 12 1 20 8 H. O. Brown Feel. 13.8 Sq. ft. 14.40 5.74 5.64 6.78 10.20 7 64 7.20 5.45 5.85 6.39 6.27 Ft. per sec. 1.00 0.78 0.70 0.79 1.67 1.21 0.91 0.66 0.72 0.75 0.77 Feet. 6.12 3.67 6.34 6.20 a Sec.-ft. 14 4 May J. S. Wright 4 5 May R. Palmer do 6.8 8.0 7.5 6.5 12.0 11.5 12 5 13 0 12.5 4.0 5 4 July do 17 0 do 9 3 do 6 6 Sept. do 1.95 1.95 2.00 2.00 3 6 Sept. 24 13 13 do 4 2 Oct. do 4 8 do 4 8 a — Gauge out. Daily Gauge Height and Discharge of Nanton Creek near Nanton, for 1913. September. October. Day. Gauge Height. Dis- charge . Gauge Dis- Height. charge. 1 Feet. Sec.-ft. Feet. 1.92 1.95 1.92 1.95 2.00 2.00 1 98 Sec.-ft. 3 6 2 3 9 3 3 6 4 3 9 5 4 8 6 4 8 7 A A 8 1.95 1.95 1.90 1.90 1.90 1.90 1.90 1.85 1.90 1.90 1.92 1.90 1.90 1.80 1.85 1.87 1.84 1.85 1.85 1.88 1.91 1.90 1.90 3.9 3.9 3.3 3.3 3.3 3.3 3.3 2.9 3.3 3.3 3.6 3.3 3.3 2.6 2.9 3.1 2.8 2.9 2.9 3.2 3.4 3.3 3.3 1 98 4 4 9 . . . 2 00 \ 4 8 10 1 98 4 4 11 1.97 1.97 2.00 1.98 1.97 1.98a 1.98 1.98 1.97 1.95 1.95 1.93 1.90 1.90 1.88 1.88 1.95 2.00 2.00 1.97 1 95 4 2 12 4 2 13 • 4 8 14 4 4 15 4 2 16 4 4 17 4 4 18 4 4 19 4 2 20 3 9 21 3 9 22 3 6 23 3 3 24 3 3 25 3 2 26 3 2 27 3 9 28 4 8 29 ■. 4 8 30 . 4 2 31 :? Q a — Gauge height interpolated. 144 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Monthly Discharge of Nanton Creek near Nanton, for 1913. (Drainage area 46 square miles). Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. September (8-30) 3.9 4.8 2.6 3.2 3.23 4.12 0.070 0.090 0.06 0.10 147 October 253 The period 0.16 400 Miscellaneous Discharge Measurements made in Little Bow River drainage basin in 1913. Date. Hydrographer. Stream. Location. Width. Area ot of Section. Mean Velocity. Discharge. April 29. . . . F.R.Steinberger.. do do do do do do do .. N.E. 10-17-1-5... Feet. Sq.fect. Feu per sec. Sec.'Jt. 0.276 May 20. . . . do do 0.2751 June 10 do do 0.561 July 1 do do . .a 0.0566 " 19 do do 0.1616 Aug. 11 do do 0.149 Aug. 30 do do 0.309 Oct. 8 do 4o 0.25 OLDMAN RIVER DRAINAGE BASIN. General Description. Oldman River, one of the principal tributaries of the South Saskatchewan River, is formed in the Livingstone range of the Rocky Mountains by the junction of four small rivers, viz.-Livingstone, Northwest Branch, West Branch and Racehorse Creek; it flows in a south and easterly derection to near Cowley, where it is joined by the Crowsnest and South- fork Rivers. Between Cowley and Kipp, where it empties into the Belly River, the Oldman River is augmented by several creeks, its course being easterly and northerly. It drains the area bounded on the north by the parallel of latitude through 59° 20', on the south by the parallel through 49" 20', and on the west by the Great Divide, this area being estimated to contain about 2,235 square mUes, with topography varying from mountains to rolling prairie. The bed of the river is of rock and gravel and has a large fall, with consequent swift water interspersed with falls and rapids, but it changes to quick sand and mud after reaching the prairie region where the current is more sluggish. The flow of this river, draining as it does mountain ranges with peaks extending above the snow line, is subject to great changes, caused by melting snow and heavy summer rains in the mountains. Floods occur regularly in both May and June, the one in June generally rising higher and lasting longer. From this time on, however, the flow is normally steady but gradually decreases until the minimum is reached during January and February. Up to the present, however, no power has been developed on this river, but investiga- tions with that end in \dew are being made. TROUT creek at LOCKWOOD S RANCHE. This station was established on July 7, 1911, bv A. W. P. Lo^^Tie. It is located on the S.E. X Sec. 33, Tp. 11, Rge. 28, W. 4th Mer., and is about ISO feet from ISIr. Lockrvvood's house. The gauge, which is a plain staff graduated to feet and hundredths, is fastened to the stump of a tree on the right bank. The zero (elev. 92.19) is referred to a permanent iron bench mark (assumed elev. 100.00), located 75 feet downstream from the gauge. OLDMAN RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 145 The channel is straight for eighty feet above and seventy feet below the gauge. The right bank is wooded and may overflow during high water. The left bank is wooded and low. The bed of the channel is stony, and not liable to shift. Discharge measurements are made by wading, twenty feet upstream from the gauge. The initial point for soundings is a post on the left bank. During 1913, the gauge was read by F. N. Loekwood. Discharge Measurements of Trout Creek at Lockwood's Ranche, in 1913. Date. April 16 May. 7 May 29 June 18 July 11 July 30 Aug. 21 Sep. 9 Sep. 22 Oct. 11 Nov. 12 Hydrographer. H. O. Brown J. S. Wright R. Palmer . . do do do do do do do do Width. Feel. 39.0 38.5 45.0 32.0 35.5 31.0 27.5 26.5 27.0 27.0 26.0 Area of Section. Sg.-ft. 58.2 47.3 68.7 32.3 50.6 31.9 20.0 18.0 18.2 18.2 15.3 Mean Velocity. Ft. per sec. 1.49 1.30 1.53 1.90 2.23 1.60 1.52 1.19 1.16 0.95 0.85 Gauge Height. Feet. 4.04 3.79 4.61 3.74 4.48 3.64 3.31 3.07 3.19 3.14 3.03 Discharge. Sec.-ft. 87.0 61.0 105.0 61.0 113.0 52.0 30.0 21.0 21.0 17.3 13.0 Daily Gauge Height and Discharge of Trout Creek at Lockwoods' Ranche, for 1913. April. May. June. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feet. 3.80 d3.86 3.86 3.69 3.71 3.71 3.76 3.86 3.89 3.91 3.91 d3.95 4.37 4.63 4.75 4.79 4.74 4.70 4.65 4.65 4.61 4.56 4.50 4.44 4.41 4.39 4.34 4.31 4.31 4.23 4.20 Sec.-ft. 64 68 68 56 57 57 61 68 70 71 71 74 106 127 137 140 136 133 128 128 125 121 116 112 109 108 104 102 102 95 93 Feet. 4.20 4.13 4.10 4.07 4.03 4.03 4.03 3.95 3.92 3.91 4.92 3.99 3.89 3.86 3.83 3.77 3.76 3.71 3.79 3.99 3.73 3.67 3.65 3.79 3.86 4.43 4.83 4.31 4.66 4.69 Sec.-ft. 93 2 5.67 5.57 5.43 5.91 5.99 5.80 5.53 5.45 5.41 5.27 5.14 4.39 4.04 3.91 3.92 4.13 4.07 4.09 4.11 4.17 4.11 3.97 3.91 3.89 3.89 3.86 3.85 3.85 3.81 ■■'ios' 81 71 72 88 83 85 86 91 86 76 71 70 70 68 67 67 64 88 86 83 80 3 4 5 6 80 7 80 8 74 72 9 10 71 11 151 12 77 13 70 14 68 15 66 16 61 17 61 18 57 19 63 20 77 21 68 22 54 23 53 24 63 25 68 26 111 27 143 28 102 29 129 30 132 31 Ice conditions previous to April 13; not sufficient data to compute discharge. 146 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Trout Creek at Loekwood's Ranelie, for 1913. Day. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 July. Gauge Height. Feel. 4.33 4.29 4.23 4.08 3.98 3.99 3.97 3.90 3.89 3.88 3.85 3.85 3.82 3.78 3.74 3.77 3.73 3.75 3.79 3.69 3.64 Dis- charge Sec.-ft. 135 115 110 110 102 100 100 102 92 89 103 100 95 84 76 77 76 71 70 69 67 67 65 62 59 61 58 60 63 56 52 August. Gauge Height. Feet. 3.58 3.53 3.49 3.45 3.47 3.43 3.40 3.54 4.02 3.71 3.51 3.45 3.45 3.49 3.41 3.34 3.38 3.44 3.34 3.31 3.19 3.19 3.17 3.17 3.17 3.32 Dis- charge. Sec.-ft. 48 45 42 39 40 38 36 45 79 57 43 39 39 42 36 32 34 38 32 30 28 26 23 23 23 22 22 21 21 21 30 September. Gauge Height. Feet. 3.40 3.25 3.21 3.14 3.09 3.09 3.11 3.09 3.07 3.07 -3.07 3.09 3.10 3.11 3.11 3.11 3.11 3.17 3.17 3.11 3.10 3.19 3.17 3.15 3.13 3.12 3.08 3.07 3.07 3.07 Dis- charge. Sec.-ft. 36.0 26.0 23.0 18.7 15.8 15.8 16.8 15.8 14.9 14.9 14.9 15.8 16.2 16.8 16.8 16.8 16.8 21.0 21.0 16.8 16.2 22.0 21.0 19.4 18.2 17.5 15.3 14.9 14.9 14.9 October. Gauge Dis; Height, charge Feet. 3.06 3.06 3.07 3.23 3.21 3.14 3.16 3.15 3.15 3.15 2.87 2.90 3.01 3.10 3.13 3.06 3.05 3.07 3.19 3.04 3.09 Sec.-ft. 14.4 14.4 14.9 24.0 23.0 21.0 23.0 22.0 24.0 22.0 18.7 20.0 19.4 19.4 19.4 9.0 9.4 12.2 16.2 18.2 16.8 15.8 14.9 14.9 14.9 14.4 14.0 14.9 22.0 13.5 15.8 Monthly Discharge of Trout Creek at Loekwood's Ranche, for 1913. (Drainage area 164 square miles). Discharge in Second-Ffeet. Maximum. Minimum. Mean. Per square MUe. Run-Off. Depth in inches on Drainage Area. Total in Acre-feet. April (13-30). May June July .\ugust September. . . . October The period. 108.0 140.0 151.0 135.0 79.0 36.0 24.0 64.0 56.0 53.0 52.0 21.0 14.9 9.0 78.0 97.0 0.476 0.591 0.502 0.501 0.215 0.111 0.105 0.32 0.68 0.56 0.58 0.25 0.12 0.12 2.63 2,785 5,964 4,903 5,048 2,170 1,083 1,064 23.017 MUDDYPOUND CREEK .\T HART.S RANCHE. This station was established Julv 27, 1908, bv H. C. Ritchie. It is located at the foot bridge on L. O. Hart's ranche on the S.W. H Sec. 27, Tp. 11, Rge. 28, W. 4th :Mer. The gauge, which is a plain staff graduated to feet and liundredths, is placed at the left bank, 15 feet upstream from the bridge. The zero (elev. 90.06) is referred to a permanent iron bench mark (assumed elev. 100.00) 35 feet northeast of the gauge. The channel is straight for 30 feet above and 1 10 feet below the station. Both banks are high, composed of clay, but liable to overflow in extreme floods. The bed is of clean gravel. The current is fairlv swift. OLDMAN RIVER DRAINAGE BASIX SESSIONAL PAPER No. 25c 147 Discharge measurements are made from the bridge in high water, the initial point for soundings being marked at the left end of the bridge. In low stages the creek is waded about 100 feet upstream. During 1913, the gauge was read bj- Mrs. M. E. Hart. Discharge Measurements of Muddypound Creek at Hart's Ranche, in 1913. Date. April 15 May 7 May 29 June 18 July 11 July 30 Aug. 21 Sep. 9 Sep. 22 Oct. 11 Nov. 12 Hydrographer. H. O. Brown J. S. Wright R. Palmer.. do do do do do do do do Width. Feet. 13.5 11.0 13.0 12.0 12.5 11.5 12.5 12.5 11.6 12.0 12.0 Area of Section. Sq.-fl. 12.30 8.34 10.70 8.60 10.50 8.17 7.10 6.52 7.56 7.72 7.20 Mean Velocity. Fl. per sec. 1.05 0.88 0.83 0.51 0.79 0.48 0.21 0.08 0.20 0.25 0.23 Gauge Height. Feet. 2.44 2.30 2.45 2.20 2.40 2.22 2.10 2.07 2.15 2.15 2.13 Discharge. Sec. -ft. 12.90 7.40 8.80 4.40 8.32 3.90 1.48 0.54 1.49 1.95 1.66 Daily Gauge Height and Discharge of Muddypound Creek at Hart's Ranche, for 1913. Day. April. May. June. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feet. 2.31 2.30 2.30 2.30 2.30 2.30 2.30 2.30 2.30 2.30 2.30 2.30 2.30 2.35 2.35 2.34 2.33 2.32 2.31 2.31 2.30 2.30 2.30 2.29 2.29 2.29 2.29 2.30 2.40 2.38 2.35 Sec.-ft. 6.3 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 7.5 7.5 7.2 6.9 6.6 6.3 6.3 6.0 6.0 6.0 5.7 5.7 5.7 5.7 6.0 9.0 8.4 7.5 Feet. 2.33 2.32 2.31 2.30 2.30 2.29 2.29 2.29 2.29 2.30 2.30 2.28 2.26 2.25 2.24 2.24 2.33 2.40 2.40 2.38 2.37 2.37 2.38 2.40 2.90 2.60 2.60 2.70 2.60 2.50 Sec.-ft. 6.9 2 6 6 3 6.3 4 3.80 3.05 3.03 2.91 2.90 2.84 2.81 2.80 2.74 2.65 2.60 2.58 2.56 2.55 2.54 2.54 2.53 2.53 2.45 2.45 2.40 2.33 2.28 2.27 2.26 2.24 2 23 a a 17.3 15.6 14.9 14.2 13.9 13.6 13.6 13.2 13.2 10.6 10.6 9.0 6.9 5.4 5.2 4.9 4.3 4 1 6 0 5 6.0 6 5.7 7 5.7 8 . . . 5 7 9 5.7 10 6.0 11 6.0 12 5 4 13 4.9 14 4 6 15 4.3 16 4.3 17 6 9 18 9.0 19 9.0 20 8 4 21 8.1 22 8.1 23 8.4 24 9.0 25 26.0 26 15.6 27 15.6 28 ... 19.0 29 15.6 30 12.2 31 i a Ice conditions previous to April 13; not sufficient data to compute discharge. 148 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Muddypound Creek at Hart's Ranche, for 1913. July. August. September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 ; Feet. 2.45 2.40 2.38 2.35 2.52 2.20 2.30 2.30 2.30 2.40 2.34 2.30 2.28 2.25 2.24 2.22 2.20 2.20 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.20 2.30 2.20 2.25 Sec.-ft. 10.60 9.00 8.40 7.50 12.90 3.30 6.00 6.00 6.00 9.00 7.20 6.00 5.40 4.60 4.30 3.80 3.30 3.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 3.30 6.00 3.30 4.60 Feet. 2.10 2.10 2.10 2.10 2.10 2.10 2.15 2.35 2.40 2.30 2.20 2.20 2.20 2.17 2.17 2.15 2.15 2.15 2.15 2.14 2.13 2.12 2.10 2.10 2.10 2.10 2.10 2.10 2.10 2.15 2.30 Sec.-ft. 1.10 1.10 1.10 1.10 1.10 1.10 2.10 7.50 9.00 6.00 3.30 3.30 3.30 2.15 2.15 2.10 2.10 2.10 2.10 1.90 1.70 1.50 1.10 1.10 1.10 1.10 1.10 1.10 1.10 2.10 6.00 Feet. 2.20 2.25 2.23 2.10 2.15 2.10 2.10 2.09 2.07 2.06 2.05 2.04 2.04 2.05 2.05 2.05 2.05 2.05 2.05 2.06 2.09 2.15 2.13 2.12 2.11 2.10 2.10 2.10 2.09 2.09 Sec.-ft. 3.30 4.60 4.10 1.10 2.10 1.10 1.10 0.98 0.74 0.62 0.50 0.46 0.46 0.50 0.50 0.50 0.50 0.50 0.50 0.62 0.98 2.10 1.70 1.50 1.30 1.10 1.10 1.10 0.98 0.98 Feet. 2.08 2.07 2.06 2.12 2.14 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.15 2.14 2.14 2.13 2.13 2.13 2.13 2.13 2.13 2.13 2.13 2.13 2.14 2.14 2.14 2.14 2.14 2.15 2.15 Sec-ft. 0.86 2 0.74 3 0.62 4 1.50 5.. 1.90 6 2.10 7 2.10 8 2.10 9 2.10 10 2.10 11 2.10 12 2.10 13 2.10 14 1.90 15 1.90 16 1.70 17 1.70 18 1.70 19 1.70 20 1.70 21 1.70 1.70 23 1.70 24 1.70 25 1.90 26 1.90 1.90 28 1.90 1.90 30 2.10 31.. 2.10 Monthly Discharge of Muddypound Creek at Hart's Ranche, for 1913. (Drainage area 43 square miles). Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean Per square MUe. Depth in inches on Drainage Area. Total in Acre-feet. 17.3 9.0 26.0 12.9 9.0 4.6 2.1 4.10 5.70 4.30 0.30 1.10 0.46 0.62 10.60 6.40 8.70 4.40 2.41 1.25 1.78 0.246 0.149 0.202 0.102 0.056 0.029 0.041 0.16 0.17 0.22 0.12 0.06 0.03 0.05 378 394 518 July 270 148 74 October 109 The period 0.81 1.891 WILLOW CREEK NEAR MACLEOD. This station was established July 1, 1909, by H. C. Ritchie. It is located at the traffic bridge on the S.E. % Sec. 26. Tp. 9, Rge. 26, W. 4th Mer. The gauge, which is a plain staff graduated to feet and hundredths, is located about 300 yards upstream from the bridge and near Mr. McLean's stable. It is driven into the bed of the creek and fixed to the bank with braces. The zero of the gauge (elev. 90.84) is referred to a permanent iron bench mark (assumed elev. 100.00), located 39 feet northeast of the gauge and 160 feet southwest from the corner of Mr. McLean's stable. OLDMAN RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 149 The channel is straight for about 600 feet above and below the station. The right bank is high and wooded. The left bank is low, wooded, and liable to overflow in high water stages. The bed of the stream is of clean gravel. The slope is uniform and the current swiit. Discharge measurements are made from the bridge during high stages, the initial point for soundings being marked on the downstream handrail on a line with the face of the north abutment. During low stages the river is waded at the same section, and when very low it is waded at the gauge. During 1913, the gauge was read by Hugh McLean. Discharge Measurements of WiUow Creek near Macleod, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge _. , Height. Discharge. April 18 H. 0. Brown Feet. 98.6 9b. 5 99.0 81.0 99.0 71.0 70.0 56.0 57.0 56.0 57.0 Sq.-ft. 217.0 165.0 225.0 138.2 198.7 115.0 106.0 88.2 90.9 89.8 88.3 Ft. per sec. 2.42 1.76 2.13 1.61 2.33 1.45 1.40 0.97 1.09 0.97 1.05 Feet. 3.77 3.07 3.65 2.90 3.66 2.64 2.55 2.10 2.20 2.10 2.15 Sec.-ft. 524 May 9. . . J. S. Wright 290 May 23 June 16 R. Palmer do 479 223 July 5 do 462 Aug. 2 do 167 Aug. 23 do 149 Sep. 11 . do 86 Sep. 24 do 99 Oct. 14 do 87 Oct. 25 do 93 Daily Gauge Height and Discharge of Willow Creek near Macleod, for 1913. April. May. June. ) Day.. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 : Feet. Sec.-ft. Feet. 2.85 2.81 2.92 2.86 2.85 2.87 2.92 3.05 3.10 3.15 3.22 3.36 3.43 3.84 3.90 3.80 3.73 3.82 3.87 3.74 3.68 3.61 3.65 3.65 3.65 3.65 3.65 3.65 3.65 3.67 3.62 Sec.-ft. 212 202 228 214 212 216 228 264 279 295 318 365 390 541 563 526 500 533 552 504 482 456 470 470 470 470 470 470 470 478 459 Feet. 3.50 3.42 3.35 3.35 3.32 3.26 3.20 3.15 3.12 3.10 3.16 3.27 3.18 2.95 2.92 2.85 2.76 2.72 2.75 2.85 2.82 2.82 2.85 2.85 2.85 3.15 3.80 4.10 4.10 4.05 Sec.-ft. 415 2 386 3 1 362 4 362 5 351 6 331 7 a4.25 4.25 4.30 4.35 4.40 4.42 4.40 4.12 3.80 3.80 3.80 3.70 3.68 3.63 3.52 3.50 3.35 3.22 3.13 3.07 3.00 2.98 2.95 2.90 692 ■ 692 711 729 748 755 748 644 526 526 526 489 482 463 422 415 362 318 289 270 249 244 236 223 311 8 295 9 285 10 279 11 298 12 334 13 305 14 236 15 228 16 212 17 192 18 183 19 189 20 212 21 205 22 205 23 212 24 212 25 212 26 295 27 526 28 637 29 637 30 618 31 a Observations commenced. 150 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Willow Creek near Maeleod, for 1913. July. August. September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 4.10 4.12 3.50 3.65 3.65 3.55 3.47 3.35 3.26 3.20 3.16 3.12 3.09 3.06 3.03 3.00 2.98 2.95 2.95 2.93 2.90 2.87 2.85 2.85 2.85 2.80 2.80 2.75 2.75 2.75 2.75 Sec.-ft. 637 644 415 470 470 433 404 362 331 311 298 285 276 267 258 249 244 236 236 231 223 216 212 212 212 200 200 189 189 189 189 Feet. 2.68 2.64 2.64 2.60 2.55 2.51 2.50 2.50 2.65 2.80 3.50 3.52 3.25 3.08 3.05 2.98 2.80 2.78 2.75 2.70 2.60 2.60 2.46 2.40 2.36 2.30 2.28 2.28 2.26 2.25 2.30 Sec.-ft. 175 168 168 160 151 144 142 142 170 200 415 422 327 373 264 244 200 196 189 179 160 160 136 126 120 112 109 109 107 105 112 Feet. 2.36 2.45 2.50 2.43 2.35 2.20 2.16 2.15 2.13 2.10 2.08 2.05 2.05 2.03 2.00 1.97 1.90 1.87 1.96 2.05 2.10 2.25 2.23 2.20 2.20 2.16 2.11 2.05 2.05 2.04 Sec.-ft- 120 134 142 131 119 79 94 92 90 86 84 80 80 78 74 71 64 62 70 80 86 105 103 99 99 94 87 80 80 79 Feet. 2.03 2.03 2.03 2.05 2.07 2.08 2.09 , 2.10 2.09 2.10 2.10 2.10 2.10 2.10 2.10 2.10 2.12 2.12 2.10 2.10 2.10 2.12 2.12 2.15 2.15 2.15 2.15 2.12 2.08 2.05 2.02 Sec.-ft. 78 2 78 3 78 4 80 5 82 6 84 7 85 8 86 9 ". 85 10 86 11 ... 86 12 86 13 85 14 86 15 86 16 86 17 89 18 89 19 86 20 86 21 86 22 89 23 89 24 92 25 92 26 92 92 28 89 29 84 30 80 31 76 Monthly Discharge of Willow Creek near Maeleod, for 1913. (Drainage area 1,016 square miles) . Discharge in Second-Feet. Maximum. Minimum. Per square Mile. Run-Off. Depth in inches on Drainage Area. Total in Acre-feet. April (7-31). May June July August September. . October The period. 755 563 637 644 422 142 92 223 202 183 189 105 62 76 490 397 317 300 187 92 85 0.482 0.391 0.312 0.295 0.184 0.091 0.084 0.43 0.45 0.35 0.34 0.21 0.10 0.10 1.98 23,325 24.411 18,863 18,446 11.498 5,474 5,226 107,243 OLDMAX RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 151 OLDMAN RIVER NEAR MACLEOD. This station was established on Julv 12, 1910, bv H. C. Ritchie. It is located at the traffic bridge on the X.W. % Sec. 10, Tp. 9, Rge. 26, W. 4th Aler. The gauge, which is a plain statf graduated to feet and hundredths, is fastened to a crib protecting the pier near the right bank. The zero of the gauge (elev. 91.84) is referred to a bench mark on spikes in a wooden bent (assumed elv. 100.00) located 93 feet east of the gauge. The channel is straight for 400 feet above and 1,000 feet below the station. Both banks are low, wooded and liable to overflow in extreme high water. The bed is composed of clean gravel, and shifts during high water stages. The current is smft, especially during high water. Discharge measiu-ements are made from the bridge, the initial point for soundings being at the north end of the handrail on the downstream side of the bridge. During 191.3 the gauge was read by ]Mrs. Walter .Jackson. Discharge Measurements of Oldman River near Macleod, in 1913. Date. Jan. 2 Jan. 22 Feb. 8 Feb. 22 Mar. 11 April 3 April 17 May 8 May 26 June 16 July 5 Aug. 1 Aug. 22 Sept. 10 Sept. 25 Oct. 14 Oct. 25 Nov. 20 Dec. 9 Dec. 27 Hydrographer. H. O. Brown do do do do do do J .S.Wright. R. Palmer. . , do G. H. Whyte R. Palmer. . . do do do do do do do do Area of Mean Gauge Width. Section. Velocity. Height. Discharge. Feel. Sq..ft. Ft. per sec. Feet. Sec.-ft. 82.7 285.9 1.11 3.20 316 86.2 252.0 1.15 4.00 289 85.9 224 1.22 3.43 272 90.4 253 1.05 3.78 267 113 290 1.77 4.40 515 dl30 318 1.38 4.33 540 120 597 5.99 5.36 3.575 111 420 4.11 4.51 1,827 404 1988 6.25 8.12 12,418 275 1013 4.13 6.00 4,190 118 526 4.79 5.15 2, .521 102 371 3.04 3.80 1,130 102 364 2.93 3.57 1,066 99 349 2.29 3.21 801 96 316 2.00 2.90 632 96 299 1.93 2.85 578 99 324 2.50 3.25 812 94 288 1.78 2.78 511 92 283 2.00 2.65 565 95 250 1.26 2.70 315 d Different section. 152 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height axd Discharge of Oldman River near Macleod, for 1913. Day. January. February. March. Gauge Height. Dis- Gauge charge. Height. Dis- Gauge charge. Height. Dis- charge. April. Gauge Height, Dis- charge. May. June. Gauge Height. Dis- I Gauge charge. Height. Dis- charge. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Feel. 3.25 3.20 3.15 3.30 3.60 4.00 4.10 4.50 5.00 5.10 5.00 5.00 4.95 4.89 4.70 4.55 4.40 4.30 4.25 4.17 4.00 4.00 4.00 3.98 3.98 3.99 4.00 4.00 3.98 3.95 Sec.-fl. a310 317 320 320 317 313 311 310 308 305 302 300 298 295 295 293 292 290 290 288 288 289 293 302 312 318 321 323 322 321 321 Feet. 3.90 3.85 3.83 3.80 3.70 3.45 3.25 3.45 3.99 3.80 3.60 3.40 4.25 4.60 4.70 4.60 4.50 4.10 3.30 3.90 3.85 3.90 3.75 5.60 3.45 3.20 3.00 3.10 Sec-ft. 318 312 302 278 252 236 255 272 282 292 303 314 326 332 335 332 328 322 312 296 284 267 248 235 228 225 226 230 Feet. 2.89 3.70 3.65 4.35 4.37 4.35 4.32 4.40 4.60 4.70 4.40 4.20 4.10 3.60 3.00 2.90 3.00 3.00 3.00 3.20 3.10 3.40 3.70 4.00 4.10 4.12 Sec-ft. 241 310 420 470 500 517 530 538 542 536 515 482 43^ 390 334 300 270 258 247 247 250 257 270 282 302 330 360 390 430 470 487 Feet. 4.15 4.32 4.35 4.33 4.25 4.20 4.20 4.25 4.50 4.60 4.72 5.00 5.20 5.40 5.70 5.50 6.00 6.50 6.15 5.70 5.40 5.20 5.00 5.30 5.50 5.20 5.00 Sec.-ft. 503 526 540 550 556 565 61.650 1,430 1,330 1,330 1,710 2,020 2,160 2,342 2,810 3,180 3,580 4,210 3,790 4.920 6,350 5,315 4,210 3,580 3,180 2,810 3.380 3,790 3,180 2,810 Feet. 4.90 4.80 4.65 4.55 4.50 4.40 4.35 4.51 4.53 4.60 4.75 4.95 5.15 5.40 5.40 5.40 5.40 5.42 5.42 5.43 7.69 8.17 8.34 8.39 8.35 8.20 Sec.-ft. 2,640 2,470 2,235 2,090 2,020 1,890 1,830 2,034 2,062 2,160 2,390 2,725 3.080 3,580 3,580 3,580 3,580 3,622 3,622 3,643 3,643 4,670 5,980 7,020 9,070 10,756 12,637 13.395 13,624 13,440 12,760 Feet. 8.20 8.10 7.90 7.65 7.50 7.40 7.20 7.15 7.20 7.20 7.10 7.00 6.95 6.60 6.40 6.00 5.70 5.55 5.40 6.00 5.95 5.70 5.40 5.35 5.26 5.40 5.80 6.20 6.00 5.90 Sec.-ft. 12.760 12,305 11,395 10,255 9,575 9,120 8,210 7,990 8,210 8,210 7,770 7,340 7,130 5,860 5,220 4.150 3,480 3.185 2,920 4,150 4,035 3,480 2,920 2,840 2,700 2,920 3,690 4,650 4,150 3,920 0-6 Ice conditions. OLDMAN RIVER DRAINAGE BASIN 153 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Oldman River near Macleod, for 1913. (Concluded). July. August. September. October. November. December. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 5.70 5.58 5.40 5.25 5.15 5.00 4.90 4.82 4.75 4.70 4.65 4.60 4.60 4.55 4.45 4.32 4.15 4.05 4.00 3.90 3.90 3.90 3.90 3.85 3.85 3.85 3.80 3.75 3.85 4.05 4.00 Sec.-ft. 3,480 3,242 2,920 2,685 2,535 2,320 2,200 2,104 2,030 1,980 1,930 1,880 1,880 1,835 1,745 1,636 1,500 1.420 1.380 1.300 1.300 1.300 1.300 1.260 1.260 1,260 1.220 1.180 1,260 1,420 1,380 Feet. 3.80 3.80 3.70 3.65 3.60 3.55 3.50 3.45 3.75 3.90 4.30 4.30 4.20 4.15 4.10 4.05 4.00 3.95 3.90 3.80 3.75 3.67 3.60 3.55 3.40 3.35 3.25 3.23 3.21 3.19 3.19 Sec.-ft. 1.220 1,220 1,140 1,105 1,070 1,035 1,000 965 1,180 1,300 1,620 1.620 1.540 1.500 1,460 1.420 1.380 1.340 1.300 1,220 1.180 1.119 1.070 1,035 930 895 830 818 806 794 794 Feet. 3.30 3.32 3.25 3.20 3.30 3.40 3.40 3.35 3.30 3.25 3.19 3.17 3.15 3.12 3.09 3.07 3.05 3.04 3.04 3.04 3.04 3.04 3.04 3.00 3.00 3.00 3.00 3.00 2.97 2.95 Sec-ft. 860 874 830 800 860 930 930 895 860 830 794 782 770 752 734 722 710 704 704 704 704 704 704 680 680 680 680 680 665 655 Feet. 2.90 2.87 2.85 3.83 2.82 2.80 2.80 2.80 2.80 2.78 2.75 2.70 2.65 2.60 3.65 3.75 3.70 3.60 3.53 3.49 3.45 3.40 3.35 3.20 3.20 3.20 3.20 3.25 3.30 3.25 3.20 Sec.-ft. 630 618 610 602 598 590 590 590 590 582 570 550 530 510 1,105 1,180 1,140 1,070 1,021 993 965 930 895 800 800 800 800 830 860 830 800 Feel. 3.10 3.07 3.07 3.07 3.07 3.07 3.07 3.07 3.05 3.02 3.00 3.00 3.00 2.97 2.93 2.98 3.02 3.05 3.00 3.00 2.85 2.70 2.50 2.80 3.00 3.00 3.00 2.90 2.78 2.70 Sec.-ft. 740 722 722 722 722 722 722 722 710 692 680 680 680 665 645 670 692 710 680 680 610 550 470 590 680 680 680 630 582 550 Feel. 2.60 2.55 2.50 2.50 2.45 2.60 2.55 2.55 2.50 2.50 2.55 2.60 2.57 2.54 2.50 2.50 2.49 2.47 2.40 2.25 2.10 2.00 2.00 2.00 2.20 2.35 2.75 2.85 3.00 3.00 3.00 Sec.-ft. 510 2 490 3 470 4 470 5 450 6 510 7 490 8 490 9 470 10 470 11 490 12 510 13 498 14 486 15 470 16 17 470 466 18 458 19 430 20 370 21 310 22 280 23 280 24 280 25 c290 26 306 27 315 28 318 29 317 30 310 31.. . (J300 » 1 1 c-d Ice conditions. Monthly Discharge of Oldman Rivernear Macleod, for 1913. (Drainage area 2.235 square miles). Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. January 323 335 542 6,350 13,624 12,760 3,480 1,620 930 1.180 740 510 288 225 241 503 1,830 2,700 1,180 794 655 510 470 280 306 284 384 2.610 5.220 6,151 1,811 1.158 765 774 667 412 0.137 0.127 0.172 1.160 2.340 2.750 0.810 0.518 0.341 0.346 0.298 0.184 0.158 0.132 0.198 1.290 2.700 3.070 0.934 0.598 0.380 0.399 0.332 0.212 18.815 15.773 March 23.611 April . 155.305 May 320.976 366.010 July 111,354 71,141 45,402 October 47,591 39,689 25,333 The year 10.403 1.241.000 154 STREAM MEASUREMENTS, 1913. PINCHER CREEK AT PINCHER CREEK. 4 GEORGE v., A. 1914 Under the direction of Arthur O. Wheeler, a regular gauging station was established on Pineher Creek at Pineher Creek, in the spring of 1898. On August 13, 1906, J. F. Hamilton replaced the old gauge by a new one. Owing to local improvements the gauge has since been changed but the station remains practically in the same place as established by Mr. Wheeler. It is located on the S.W\ % Sec. 23, Tp. 6, Rge. 30, W. 4th Mer., at the steel traffic bridge in the town of Pineher Creek. The gauge, which is a plain staff graduated to feet and hundredths is seeurelj^ fastened to the breakwater on the right bank, about twenty feet below the traffic bridge. The zero of the gauge (elev. 86.35) is referred to a bench mark (assumed elevation 100.00) located on the right concrete abutment of the bridge. The channel is straight for about 200 yards above and 300 yards below the bridge. Both banks are high, the right being well cribbed; neither is liable to overflow. The bed is rock and free from vegetation. At the wading section, the channel is straight for about 500 yards above and 70 yards below. Both banks are high, clean and not Uable to overflow. The bed is gravel, mixed \\ith heavy gumbo clay. During high water, discharge measurements are made from the downstream side of the bridge. At low stages, the creek is waded 450 yards upstream. During 1913 the gauge was read by Hugh Bertles. The town of Pineher Creek has a gravity waterworks system, which diverts water from the creek at a point about three and one quarter miles above the bridge, and the records at this station do not include the water used by the town. Discharge Measurements of Pineher Creek at Pineher Creek, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 26 H. O. Brown R. Palmer do Feet. 49.4 52.0 52.0 Sq.-ft. 42.2 49.9 54.5 35.3 23.9 16.6 16.0 15.8 14.3 38.0 19 0 Ft. per sec. 2.26 2.65 2.73 1.73 1.55 1.05 0.99 0.91 0.94 1.67 1.11 Feet. 2.85 2.93 3.01 2.68 2.42 2.19 2.19 2.09 2.11 2.69 2.26 Sec.-ft. 96.0 May 16 132.0 June 7. . . 149.0 June 25 do 61.0 July 14 do 38.5 32.5 33.0 31.0 29.0 46.0 32.0 37.0 do . . ... 17.4 Aug. 25. . . .- do 15.9 Sept. 18 do 14.4 Sept. 26 do . . 13.4 Oct. 16 do 63.0 Nov. 11 do 21.0 OLD MAN RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 155 Daily Gauge Height and Discharge of Pincher Creek at Pincher Creek, for 1913. April. May. June. Day. Gauge Dis- Height. charge. 1 Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feel. Sec.-ft. Feel. 2.80 2.79 2.79 Sec.-ft. 85 83 8.^ Feel. 3.10 3.12 3.11 3.06 3.06 3.02 2.96 2.96 2.96 2.95 2.94 2.94 2.92 2.86 2.84 2.74 2.70 2.70 2.86 2.88 2.70 2.74 2.72 2.69 2.70 3.00 3.20 3.20 3.05 2.90 Sec.-fl. 191 2 199 3 ! 195 4 1 2.70 65 2.70 65 2.70 65 2.72 ; 69 2.85 98 175 5: : -. •• 175 6 7 8 3.06 3.01 2.95 2.75 2.85 3.07 3.02 3.05 3.07 3.00 3.32 3.00 3.00 3.17 3.18 3.09 3.02 2.98 2.88 2.82 2.84 2.85 2.84 2.80 2.80 175 155 132 74 98 179 159 171 179 151 279 151 151 219 223 187 159 143 108 90 95 98 95 85 85 159 136 136 9 10 11 12 13 14 15 2.85 2.82 2.89 2.90 2.90 2.90 2.90 3.05 3.01 3.08 3.08 3.02 3.01 3.08 3.11 3.09 3.08 3.03 3.08 3.30 3.20 3.12 3.10 98 90 111 114 114 114 114 171 155 183 183 159 155 183 195 187 183 183 183 271 231 199 191 136 132 128 128 121 101 95 16 72 17 65 18 65 19 101 20 108 21 65 22 72 23 24 25 26 27 28 69 63 65 151 231 231 29 171 30 114 31 1 No. 25c.— 11 156 . STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Pineher Creek at Pincher Creek, for 1913. July. August. September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 2.90 2.85 2.80 2.70 2.70 2.69 2.64 2.59 2.54 2.49 2.49 2.49 2.44 2.42 2.39 2.37 2.32 2.29 2.39 2.39 2.37 2.39 2.42 2.44 2.47 2.47 2.49 2.47 2.49 2.51 2.49 Sec.-ft. 114 98 85 65 65 63 56 49 43 38 38 38 34 33 30 29 25 23 30 30 29 30 33 34 37 37 38 37 38 40 38 Feet. 2.49 2.51 2.49 2.19 2.19 2.19 2.19 2.39 2.69 2.69 2.59 2.54 2.49 2.44 2.39 2.34 2.37 2.37 2.34 2.31 2.27 2.24 2.19 2.19 2.19 2.17 2.15 2.14 2.13 2.13 2.19 Sec.-ft. 38.0 40.0 38.0 17.4 17.4 17.4 17.4 30.0 63.0 63.0 49.0 43.0 38.0 34,0 30.0 26.0 29.0 29.0 26.0 25.0 22.0 20.0 17.4 17.4 17.4 16.2 15.0 14.6 14.2 14.2 17.4 Feet. 2.20 2.19 2.14 2.16 2.10 2.09 2.09 2.09 2.08 2.09 2.09 2.09 2.09 2. OS 2.08 2.06 2.06 2.04 2.09 2.08 2.08 2.10 2.19 2.18 2.16 2.11 2.10 2.10 2.11 2.12 Sec.-ft. 18.0 17.4 14.6 15.6 13.0 12.6 12.6 12.6 12.2 12.6 12.6 12.6 12.6 12.2 12.2 11.4 11.4 10.6 12.6 12.2 12.2 13.0 17.4 16.8 15.6 13.4 13.0 13.0 13.4 13.8 Feel. 2.11 2.11 2.11 2.19 2.19 2.19 2.19 2.17 2.19 2.19 2.19 2.62 2.74 2.69 2.54 2.46 2.40 2.39 2.39 2.39 2.39 2.37 2.36 2.34 2.33 2.33 2.32 2.29 2.32 2.29 2.27 Sec.-ft. 13.4 2 13.4 3 . ... 13.4 4 17.4 5 17.4 6 17.4 7. . 17.4 8 16.2 9 .- 17.4 10. .. 17.4 11 12 17.4 53.0 13 -. 72.0 14... . 63.0 15 16 17 43.0 36.0 31.0 18 19 30.0 30.0 20 21 22 23 24 25 26 .. 30.0 30.0 29.0 28.0 26.0 26.0 26.0 27 28 29 30 31 25.0 23.0 25.0 23.0 22.0 Monthly Discharge of Pineher Creek at Pineher Creek, for 1913. (Drainage area 53 square miles) . Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. ,\pril 6 to 30) 279.0 271.0 231.0 114.0 63.0 18.0 72.0 74.0 65.0 63.0 23.0 14.2 10.6 13.4 146.0 141.0 128.0 44.4 27.6 13.4 27.4 2.750 2.700 2.420 0.838 0.521 0.253 0.517 2.56 3.11 2.70 0.97 0.60 0.28 0.60 7,240 8,670 7,617 July 2,730 August. ... . . 16.97 September 797 1,685 10.82 30.436 OLDMAX RIVER DRAIXAGE BASIN SESSIONAL PAPER No. 25c 157 SOUTHFORK RIVER NEAR COWLEY. This station was established on August 5, 1909, by II. C. Ritchie. It is located at G. W. Buchanan's ranche on the S.W. }4 Sec. 2, Tp. 7, Rge. 1, W. 5th Mer. The gauge, which is a phiin staff graduated to feet and hundi-edths, is securely fastened by braces to supports on the rigljt bank, and is about five minutes' walk from Air. Buchanan's house. The zero of the gauge (elev. 92.34) is referred to a permanent u-on bench mark (as- sumed elevation 100.00), located on the left bank of the river, 25 feet southwest from the gauge. The river flows in one channel, which is slightly curved for some distances above and below the gauge. The left bank is high and vnM not overflow. The right bank is low and liable to be submerged during flood stages of the stream. The bed is composed of coarse gravel. The current is moderate. Discharge measurements are made from the downstream side of the traffic bridge on the S.E. ^ Sec. 2, Tp. 7, Rge. 1, W. 5th Aler. The initial point for soundings is marked on the superstructure in line with the face of the abutment on the left bank. During 1913 the gauge was read bj^ G. W. Buchanan. Discharge Measurements of Southfork River near Cowley, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. Jan. 8 H. O. Brown Feet. 76 44 49 50 50 147 253 226 111 108 71 68 60 102 98 62 84 Sq.-fl. 215 68.2 75.3 77.0 87.0 328 626 513 230 250 98.4 90.5 76.9 219. 192. 91.6 55.6 Ft. per sec. .64 1.28 1 1.01 i 1.10 i 1.73 3.09 5.57 4.51 2.47 2.59 3.36 3.14 ; 3.00 2.20 1.84 3.15 2.08 Feet. 2.92 3.28 2.60 2.90 2.71 3.72 5.40 4.65 3.22 3.25 2.70 2.67 2.55 3.05 2.85 2.70 2.85 Sec. ft. 135 Feb. 11 do 87. Feb. 27 do 76. Mar. 26 . do 85. April 8 do . . . . 150. April 26 do 1,015. . June 5 R Palmer do 3,489 June 27 2.315 July 18 do 567 Aug 14 do 648 Aug 25 do 331 Sept 13. . . . do 284 Sept 26 do . . 231. Oct 17 do 481. Nov 11 do 354 . Nov 29 do ... 289. Dec 12 do 116. No. 25c.— lU 158 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Southfork River near Cowlev, for 1913. Day. January- February March April May June Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 2 3 4 Feet. 2.90a 2.85 2.67 2.78 2.70 2.75 2.93 3.10 3.12 3.13 3.15 3.17 3.20 3.24 3.24 3.27 3.30 3.35 3.32 3.30 3.32 3.35 3.37 3.38 3.35 3.39 3.45 3.50 3.60 3,63 3.55 Sec.-ft. 132 133 132 132 132 133 134 135 135 132 128 124 118 110 101 99 97 97 96 97 100 104 108 114 118 121 122 124 125 126 125 Feel. 3.52 3.53 3.52 3.50 3.50 3.48 3.40 3.33 3.25 3.20 3.28 3.25 3.25 3.30 3.32 3.35 3.35 3.34 3.15 3.02 2.83 2.85 2.90 2.93 2.80 2.68 2.60 2.67 Sec.-ft. 124 123 120 117 114 104 99 94 91 88 87 88 90 93 97 103 106 108 108 107 104 100 96 86 82 78 76 76 Feet. 2.80 2.95 2.60 2.32 2.53 2.78 3.05 3.18 3.00 2.82 2.80 2.85 2.83 2.85 2.84 2.85 2.87 2.90 2.93 2.95 3.00 2.97 2.90 2.84 2.73 2.65 2.68 2.70 2.75 2.78 2.80 Sec.-ft. 76 76 77 79 85 93 99 101 103 102 101 99 92 88 84 83 82 80 79 79 79 80 80 81 83 85 88 91 96 101 107 Feet. 2.83 2.85 2.85 2.88 2.88 2.85 2.78 2.71 2.70 2.70 2.636 2.91 3.02 3.17 3.24 3.35 3.49 3.67 3.72 3.75 3.79 3.84 3.87 3.85 3.74 3.67 3.67 3.65 3.65 3.62 Sec.-ft. 112 118 126 132 137 142 147 150 153 156 158 400 462 555 603 683 796 970 1,020 1,050 1,090 1,148 1,184 1.160 1,040 970 970 950 950 920 Feel. 3.62 3.47 3.47 3.52 3.56 3.57 3.52 3.47 3.49 3.52 3.71 3.77 3.82 3.85 3.87 3.92 3.94 3.97 3.99 4.13 4.27 4.37 4.77 5.17 5.32 5.47 5.77 6.27 6.37c 6.37 6.27 Sec.-ft. 920 779 779 824 862 871 824 779 796 824 1,010 1,070 1,124 1,160 1,184 1.246 1,272 1,313 1,341 1.537 1,740 1,885 2,503 3.131 3,367 3,602 4,074 4,859 5.016 5,016 4,859 Feet. 6.27 6.22 6.10 5.90 5.40c 5.10 5.10 5.20 5.30 5.35 5.40 5.30 5.10 4.80 4.70 4.40 4.35 4.35 4.35 4.45 4.20 4.20 4.15 4.15 4.20 4.40 4.65 4.75 4.65 4.40 Sec.-ft. 4.859 4,780 4,592 4,278 5 6 7 3,493 3,022 3,022 8 3,179 9 10 3,336 3.414 11 3,493 12 3,336 13 14 15 16 3,022 2.551 2.394 1.930 17 1,855 18 1.855 19 20 1,855 2,005 21. . 1,640 22 1,640 23 ... 1,565 24 1.565 25 1.640 26 1.930 27 2,315 28 2,472 29 2,315 30 1,930 31 . -6 Ice conditions. Rod out May 29 — June 5tli. Gauge heights estimated by observer. OLDMAN RIVER DRAINAGE BASIN SESSIONAL PAPER No, 25c 159 Daily Gauge Height and Discharge of Southfork River near Cowlej-, for 1913. (Concluded). Day. July. August. September. October. November. December. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- chare 1 Feet. 4.20 4.15 4.00 3.95 3.90 3.80 3.80 3.75 3.60 3.65 3.55 3.50 3.50 3.40 3.30 3.35 3.25 3.25 3.22 3.20 3.15 3.10 3.10 3.10 3.10 3.10 3.05 3.05 3.00 3.00 3.00 Sec.-ft. 1.640 1,565 1,355 1,285 1,220 1,100 1,100 1,050 900 950 852 805 805 720 646 683 610 610 588 574 542 510 510 510 510 510 480 480 450 450 450 Feet. 3.00 2.95 2.95 2.90 2.88 2.90 2.95 2.95 3.40 3.35 3.20 3.15 3.15 3.10 3.10 3.05 3.00 3.00 2.95 2.90 2.85 2.85 2.85 2.80 2.80 2.75 2.70 2.70 2.70 2.70 2.70 Sec.-ft. 450 422 422 395 385 395 422 422 720 683 574 542 542 510 510 480 450 450 422 395 370 370 370 345 345 321 298 298 298 298 298 Feet. 2.70 2.70 2.70 2.65 2.65 2.75 2.75 2.70 2.70 2.70 2.65 2.67 2.65 2.65 2.60 2.60 2.60 2.55 2.55 2.55 2.55 2.60 2.60 2.60 2.60 2.55 2.55 2.55 2.55 2.55 Sec.-ft. 298 298 298 275 275 321 321 298 298 298 275 284 275 275 252 252 252 232 232 232 232 252 252 252 252 232 232 232 232 232 Feet. 2.55 2.55 2.55 2.55 2.55 2.60 2.65 2.68 2.70 2.95 3.00 3.00 3.20 3.25 3.25 3.15 3.05 3.00 2.98 2.95 2.95 2.95 2.95 2.95 2.95 2.95 2.95 2.95 2.90 2.90 2.85 Sec.-ft. 232 232 232 232 232 252 275 289 298 422 450 450 574 610 610 542 480 450 439 422 422 422 422 422 422 422 422 422 395 395 370 Feet. 2.85 2.85 2.80 2.80 2.80 2.75 2.75 2.75 2.75 2.83 2.85 2.85 2.85 2.85 2.80 2.80 2.80 2.80 2.80 2.80 2.85 2.85 2.85 2.80 2.80 2.75 2.75 2.75 2.85 2.85 Sec.-ft. 370 370 345 345 345 321 321 321 321 360 370 370 370 370 345 345 345 345 345 345 370 370 370 c370 362 344 325 310 289 274 Feet. 2.80 2.85 2.80 2.80 2.85 2.85 2.85 2.83 2.85 2.85 2.85 2.85 2.80 2.83 2.80 2.78 2.75 2.70 2.70 2.70 2.73 2.60 3.15 2.90 3.50 3.58 3.45 3.55 3.45 3.25 3.05 Sec.-ft. 254 2 240 3 4 5 225 210 192 6 7 8 173 162 152 9 142 10 133 11 124 12 116 13 110 14 102 15 107 16 17 18 19 115 110 103 110 20 122 21 120 22 105 23 101 24 108 25 26 27 28 29 105 114 135 140 121 30 31 109 dl09 c-d Ice conditions. Monthly Discharge of SoutMork River near Cowley, for 1913. (Drainage area 374 square miles). Month. Discharge in Second-Feet. Maximum. Minimum. Mean. Per square MUe. Run-Off. Depth in inches on Drainage Area. Total in Acre-feet. January. . . February. . Msirch April May June July August. . . . September. October — November. December. . The year. . , 135 124 107 1,184 5,016 4.859 1,640 720 321 610 370 254 96 76 76 112 779 1,565 450 298 232 232 274 101 119.0 98.5 88.0 612.0 1,954.0 2,709.0 789.0 426.0 265.0 395.0 345.0 138.0 0.318 0.263 0.235 1.640 5.220 7.240 2.110 1.140 0.709 1.060 0.928 0.369 0.37 0.27 0.27 1.83 6.02 8.08 2.43 1.31 0.79 1.22 1.03 0.42 24.04 7,317 5,470 5,411 36.417 120,148 161,196 48,514 26,194 15,769 24,288 20,529 8,485 479,738 MILL CREEK NEAR MOUNTAIN MILL. This station was established July 7, 1910, by H. C. Ritchie. It is located on the S.W X Sec. 18, Tp. 6, Rge. 1, W. oth Mer., at the site of the abandoned Government mUI, nine and a half miles west of Pincher Creek P. O. 160 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 The gauge, which is a plain staff graduated to feet and hundredths, is placed at the left bank. It is referred to a bench mark on a spike at the northeast corner of the mill, (elev. 10.97 above the zero of the gauge). The channel is straight for 200 feet above and 300 feet below the station. Both banks are high, clean rocky and will not overflow. The bed of the stream is of gravel, giving a stable cross section. The current is swift. Discharge measurements in flood stages are made from the bridge. In normal and low water stages the creek is waded 50 feet upstream from the gauge,. the initial point for sound- ings being a stake on the left bank. During 1913 the gauge was read by K. B. Parsons. Discharge Measurements of Mill Creek near Mountain Mill, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. ■\pril 28 H O Brown Feet. 46.0 48.0 51.0 43.0 40.0 32.0 39.0 36.0 51.0 40.0 Sq.-f. 43.6 58.2 61.4 32.4 24.1 22.1 21.6 23.2 49.2 29.0 Ft. per sec. 3 04 3.56 3.87 2.54 1.97 1.71 1.66 1.29 3.20 2.12 Feet. 2.16 2.40 2.55 1.95 1.75 1.73 1.65 1.65 2.25 1.89 Sec.-ft. 133 May 15 . . R Palmer 207 Tulv 2 do . . . : 238 July 16 do 82 Aug 8 do 48 Aug 26 do 38 do 36 Sept 27 do 30 Oct 15 do 157 Nov 10 do 62 Daily Gauge Height and Discharge of Mill Creek near Mountain Mill, for 1913. May. June. July. August. September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feel. 2.20 2.16 2.15 2.16 2.13 2.10 2.11 2.18 2.25 2.25 2.30 2.35 2.45 2.49 2.40 2.55 2.57 2.80 2.75 2.90 3.02 3.10 3.30 3.31 3.33 3.35 3.46 3785 3.31 3.31 3.30 Sec.-ft. 144 133 130 133 125 117 120 138 158 158 172 186 214 225 200 243 249 318 303 348 384 408 468 471 477 483 516 483 471 471 468 Feet. 3.30 3.26 3.14 3.10 3.00 2.84 2.76 2.74 2. -73 2.74 2.89 2.79 2.72 2.70 2.53 2.44 2.39 2.36 2.34 2.33 2.32 2.32 2.81 2.30 2.30 3.01 3.43 3.54 3.51 3.10 Sec.-ft. 468 456 420 408 378 330 306 300 297 300 345 315 294 288 237 211 197 189 183 180 178 178 175 172 172 381 507 540 531 408 Sec.-ft. 2.60 2.55 2.54 2.54 2.26 2.25 2.20 2.19 2.13 2.11 2.09 2.05 2.02 2.00 1.87 1.85 1.84 1.84 1.83 1.81 1.80 1.78 1.76 1.76 1.76 1.78 1.77 1.78 1.78 1.76 1.76 Feet. 258 243 240 240 161 158 144 141 125 120 114 104 97 92 64 60 58 58 57 54 52 49 46 46 46 49 48 49 49 46 46 Feet. 1.75 1.75 1.75 1.75 1.75 1.77 1.77 1.98 2.55 2.21 2.11 1.99 1.96 1.88 1.83 1.81 1.91 1.96 1.92 1.88 1.78 1.76 1.76 1.73 1.73 1.73 1.73 1.73 1.73 1.75 1.86 Sec.-ft. 45 45 45 45 45 48 48 87 243 147 120 90 82 65 57 54 71 82 73 65 49 46 46 42 42 42 42 42 42 45 62 Feet. 1.76 1.75 1.75 1.73 1.73 1.73 1.73 1.72 1.71 1:68 1.67 1.66 1.65 1.64 1.63 1.67 1.64 1.70 1.68 1.64 1.60 1.72 1.72 1.70 1.67 1.63 1.65 1.64 1.63 1.63 Sec.-ft. 46 45 45 42 42 42 42 41 39 36 34 33 32 31 30 34 31 38 36 31 27 41 41 38 34 30 32 31 30 30 Feet. 1.32 1.32 1.30 1.38 1.50 1.50 1.50 1.66 1.73 1.65 1.65 1.65 2.25 3.01 2.50 2.10 1.99 1.94 1.91 1.98 1.88 1.91 1.95 1.89 1.85 1.85 1.86 1.86 1.88 1.89 1.88 Sec.-ft. 12.8 2 12.8 3 12.0 4 15.2 5 20.0 6 20.0 7 20.0 8 33.0 9 42.0 10 32.0 11 32.0 12 32.0 13 158.0 14 381.0 15 228.0 16 117.0 17 90.0 18 78.0 19 71.0 20 87.0 21 65.0 22 71.0 23 80.0 24 25 67.0 60.0 26 60.0 27 62.0 28 29 62.0 65.0 30 67.0 31 65.0 1 OLDMAX RIVER DRAIXAGE BASIN SESSIONAL PAPER No. 25c 161 Monthly Discharge of Mill Creek near Mountain ]Mill, for 1913. (Drainage area 66 square miles) . May June July August. . . . September. October The period. Discharge in Second-Feet. Maximum. Minimum 516 540 258 243 46 381 117.0 172.0 46.0 42.0 27.0 12.0 Mean. 288.0 311.0 100.0 66.4 36.1 71.5 Per square Mile. 4.360 4.710 1.520 1.010 0.547 1.080 Run-Off. Depth in inches on Drainage Area. 5.03 5.26 1.75 1.16 0.61 1.24 15.05 Total in Acre-feet. 17,708 18.506 6,149 4,083 2,148 4,396 52,990 CANTOX CREEK NEAR MOUNTAIN MILL. This station was established July 6, 1910, by H. C. Ritchie. It is located on the N.E. % Sec. 14, Tp. 6, Rge. 2, W. 5th Mer., near G. Biron's ranehe. The gauge, which is a plain staff graduated to feet and hundredths., is placed at the left bank within 75 feet of ]Mr. Biron's corral. It is referred to a bench mark on a spike in a tree ^\^thin fifteen feet; elevation 14.49. The channel is straight for 150 feet above and 30 feet below the station. Both banks are high, wooded, and -nill not overflow. The bed of the stream is of clean gravel and rock. The current is very swift and turbulent. On this account discharge measurements are made about one half mile upstream at the traffic bridge on the road allowance to the Beaver coal mines. During high water stages, discharge measurements are made from the bridge; the initial point for soundings is on a line with the face of the left abutment. At ordinary stages the stream is waded about 100 yards downstream, the initial point for soundings being marked by a hub on the left bank. During 1913 the gauge was read by G. Biron. Discharge Measurements of Canyon Creek near Mountain Alill, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 28 H O Brown R Palmer do Feet. 21.5 25.0 22.5 23.0 18.0 18.5 17.0 18.5 17.0 18.5 18.5 Sq.-fl. 26.6 31.8 21.9 16.8 13.0 11.7 10.1 10.9 10.3 11.0 12.9 Fl. per sec. 1.94 1 . 55 1.21 0.84 0.52 0.34 0.29 0.22 0.19 0.20 0.36 Feet. 5.13 5.03 4.79 4.51 4.29 4.18 4.07 3.99 3.99 3.99 4.14 Sec.-ft. - 52 00 May 15 49.00 June 6 27.00 July 2 do 14 10 July 16 do 6.80 Aug 8 do 4 00 Aug 26 do 2 90 Sept 15 do 2 40 Sept 27 do 1 97 Oct 15 do 2 20 Nov 10 do 4.70 162 STREAM MEASUREMENTS, 1913 4 GEORGE V„ A. 1914 Daily Gauge Height and Discharge of Canyon Greek near Mountain Mill, for 1913 April May June Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feel. Sec.-ft. Feet. 5.03 5.03 5.01 4.99 4.91 4.91 4.94 4.99 5.07' 5.11 5.09 5.09 5.14 5.09 5.04 5.05 5.19 5.24 5.29 5.23 5.19 5.14 5.19 5.14 5.10 5.07 5.09 5.07 5.03 4.99 4.95 Sec.-ft. 46 46 43 42 35 35 37 42 50 54 52 52 58 52 47 47 64 70 76 69 64 58 64 58 53 50 52 50 46 42 38 Feel. 4.92 4.88 4.83 4.81 4.77 4.74 4.72 4.70 4.69 4.65 4.62 4.63 4.65 4.61 4.57 4.43 4.52 4.52 4.53 4.61 4.52 4.48 4.44 4.44 4.43 4.67 4.72 4.80 4.67 4.60 Sec.-ft. 36 0 2 33.0 3 29.0 4 28 0 5 26.0 6 24.0 7 23.0 8 22.0 9 21.0 10 19 4 11 18.1 12 18 6 13 19.5 14 a4.99 5.29 5.34 5.33 5.39 5.49 5.59 5.64 5.49 5.29 5.23 5.14 5.19 5.19 5.14 5.09 5.02 42 76 83 82 89 102 115 122 102 76 69 58 64 64 58 52 44 17 7 15 16 1 16 11 1 17 14.2 18 14 2 19 14 5 20 17.7 21 14.2 22 12.7 23 11 4 24 11.4 25 11.1 26 20.0 27 23.0 28 27 0 29 20.0 30 17.2 31 a Observations commenced. OLDMAX RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 163 Daily Gaugk Height and Discharge of Canyon Creek near Mountain Mill, for 1913. July. August. September. October. D.\Y. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 4.53 4.51 4.49 4.47 4.42 4.34 4.34 4.29 4.26 4.24 4.24 4.29 4.31 4.27 4.26 4.26 4.26 4.21 4.19 4.19 4.19 4.22 4.22 4.15 4.15 4.15 4.14 4.13 4.24 4.27 4.16 Sec.-ft. 14.5 13.8 13.1 12.4 10.8 8.4 8.4 7.1 6.4 5.9 5.9 7.1 7.6 6.6 6.4 6.4 6.4 5.2 4.8 4.8 4.8 5.5 5.5 4.2 4.2 4.2 4.0 3.9 5.9 6.6 4.4 Feet. 4.14 4.14 4.12 4.10 4.09 4.08 4.07 4.18 4.22 4.22 4.21 4.16 4.14 4.15 4.25 4.15 4.14 4.14 4.13 4.12 4.11 4.10 4.10 4.09 4.19 4.07 4.08 4.07 Sec.-ft. 4.0 4.0 3.7 3.4 3.3 3.2 3.1 4.7 5.5 5.5 5.2 4.4 4.0 4.2 6.2 4.2 4.0 4.0 3.9. 3.7 3.6 3.4 3.4 3.3 4.8 3.1 3.2 3 T Feet. 4.07 4.04 4.05 4.05 4.01 4.01 4.01 4.02 4.02 4.02 4.01 3.99 3.99 3.98 3.99 3.97 3.96 3.96 3.99 4.01 4.01 4.06 4.05 4.03 4.03 4.01 3.99 3.99 3.98 4.01 Sec.-ft. 3.1 2.8 2.9 2.9 2.5 2.5 2.5 2.6 2.6 2.6 2.5 2.3 2.3 2.3 2.3 2.2 2.2 2.2 2.3 2.5 2.5 3.0 2.9 2.7 2.7 2.5 2.3 2.3 2.3 2.5 Feet. 3.99 3.98 3.98 4.08 4.09 4.06 4.05 4.05 4.06 4.07 4.09 4.10 4.10 4.08 4.07 4.07 4.07 4.09 4.09 4.10 4.10 4.12 4.10 4.14 4.13 4.14 4.15 4.16 4.16 4.14 4.13 Sec.-ft. 2 3 2 2 3 3 2 3 4 3 2 5 3 3 6 3 0 7 2 9 8 2 9 - 9 3 0 10 3 1 11 3 3 12 3 4 13 3 4 14 3 2 15 3 1 16 3 1 17 3 1 18 3.3 3.3 3.4 3.4 3 7 19 20 21 22 23 3.4 4 0 25 3.9 4 0 26 4 2 28 4 4 30 4.05 2.9 4.06 3.0 4.06 3.0 4.4 4.0 3 9 1 Monthly Discharge of Canyon Creek near Mountain Mill, for 1913. (Drainage area 27 square miles) . Month. Discharge in Second-Feet. Maximum. Minimum. Mean. Per square Mile. Run-Off. Depth in inches on Drainage Area. Total in Acre-feet AprU (14-30) . May June July August September. . . October The period. 122.0 76.0 36.0 14.5 6.2 3.1 4.4 42.0 35.0 11.1 3.9 2.9 2.2 2.3 76.40 51.40 19.70 6.94 3.90 2.53 3.36 2.830 1.900 0.730 0.257 0.144 0.094 0.124 1.79 2.19 0.81 0.30 0.17 0.10 0.14 5.50 2.576 3,160 1,172 427 240 150 207 7,932 OLDMAN RIVER NEAR COWLEY. This station was established by H. C. Ritchie, on September 15, 1908. It is located at a ford on the N.E. '4 Sec. 34, Tp. 7, Rge. 1, W. 5th Mer., and is approximatively four raile.5 northeast of Cowley. The gauge, which is a plain staff graduated to feet and hundredths, is securely fastened to a post on the right bank. The zero of the gauge (elev. 92. 8) is referred to a permanent iron bench mark (assumed elev. 100.00) located on the right bank of the river 90 feet east of the gauge. The channel is straight for about 900 feet above and 250 feet below the section. The bed is of rock and gravel and is free from vegetation. The current has considerable velocity but 164 STREAM MEASUREMENTS, 1913 GEORGE v., A. 1914 flows smoothly untill about 150 feet below the section, where it breaks into small rapids. Both banks are high and wooded, neither being liable to overflow. Discharge measurements are made at the gauge, where a cable station has been erected for use during high water stages. During low water the river is waded at the same section. The points for soundings are permanently marked by a tagged wire, stretched directly above the cable. During 1913, the gauge was read by J. H. Hughes. Discharge Measurements of Oldman River near Cowley, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. Jan 7 Feb. 10 Feb. 26 Mar 25 H O. Brown do ... Feet. 140 140 135 130 193 200 194 185 180 180 182 146 180 155 100 100 Sq.-ft. 97.0 103.0 96.5 82.5 317.0 470. 0 350.8 244.0 195.0 193.0 183.0 157.0 194.0 158.0 130.0 129.0 Ft. per sec. 1.06 1.10 1.18 0.90 3.12 4.20 3.01 2.23 1.90 1.80 1.76 1.55 1.79 1.66 1.43 1.42 Feet. 2.74 3.65 3.64 3.60 2.65 3.39 2.89 2.23 2.04 1.98 1.94 1.81 2.00 1.85 1.80 1.80 Sec.-ft. 102 113 do 114 do 74 April 23 do 990 June 12 June 28 July 15 Aug. 9 Aug. 27 Sept. 13 Oct 1 1,974 do 1,054 344 do 371 do 349 do 322 244 Oct 21 do 348 do 263 Nov. 27 Dec. 11 do do 186 184 Daily Gauge Height and Discharge of Oldman River near Cowley, for 1913. January. February. March. April. May. June. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 3auge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 2.65 2.67 2.69 3.00 2.80 2.90 2.90 3.00 3.00 3.20 3.30 3.30 3.60 2.83 2.86 2.88 2.94 2.98 3.00 3.05 3.08 3.11 3.14 3.14 3.13 3.11 3.11 3.14 3.16 4.35 4.30 Sec.-ft. al45 141 138 126 113 105 102 102 lff5 106 105 102 103 103 102 99 97 97 98 99 101 104 107 111 115 118 121 123 125 125 126 Feet. 3.44 3.44 3.46 3.49 3.49 3.51 3.50 3.49 3.60 3.65 3.65 3.65 3.66 3.68 3.70 3.90 3.90 3.70 3.70 3.70 3.90 3.70 3.65 3.65 3.64 3.64 3.63 3.64 Sec.-ft. 124 120 116 111 107 106 106 108 110 113 116 118 120 121 122 123 123 123 122 122 121 120 118 117 115 114 113 113 Feet. 3.80 3.80 3.90 3.90 4.00 4.00 4.00 4.10 4.00 3.70 3.67 3.66 3.64 3.60 3.58 3.60 3.60 3.58 3.57 3.56 3 53 3.50 3.46 3.44 3.42 3.48 3.50 3.55 3.60 3.60 3.60 Sec.-ft. 113 115 118 121 122 124 125 126 125 124 118 117 115 111 105 102 97 93 88 86 84 80 77 76 74 75 79 92 107 114 119 Feet. 3.60 3.59 3.59 3.70 3.82 3.86 3.65 3.52 3.35 3.23 3.10 2.60 2.40 2.30 2.40 2.50 2.55 2.80 2.90 3.09 3.09 3.10 2.65 2.63 2.68 2.73 2.67 2.53 2.39 2.38 Sec.-ft. 130 150 180 200 250 300 350 400 450 500 a600 865 670 580 670 765 815 1,085 1.210 1.475 1,475 1,490 918 897 949 1,004 939 795 661 652 Feet. 2.43 2.43 2.47 2.41 2.38 2.28 2.28 2.18 2.16 2.37 2.83 3.53 3.36 3.58 3.60 3.61 3.63 3.62 3.60 3.58 3.56 3.56 3.57 3.57 3.58 3,55 3.54 3.54 3.54 3.53 3.53 Sec.-ft. 698 698 736 680 652 563 563 480 465 643 1,123 2,211 2,381 2,296 2,330 2,347 2,381 2,364 2,330 2,^6 2,262 2,262 2,279 2,279 2,296 2,245 2,228 2,228 2,228 2,211 2.211 Feet. 3.49 3.49 3.48 3.47 3.46 3.46 3.45 3.47 3.55 3.50 3.49 3.39 3.43 3.41 3.39 3.34 3.24 3.18 2.99 2.92 2.84 2.79 3.09 3.19 2.87 2.85 2.89 2.92 2.87 2.83 Sec.-ft. 2,143 2 2,143 3 2,126 4 2,109 5 2,092 6 2,092 7 2,075 8 2,109 9 2,245 10 2,160 11 2,143 12 1,973 13 2,041 14 2.007 15 1.973 16 1,888 17 1,718 18 1,618 19 1,332 20 1,237 21 1,135 22 1,074 23 1,475 24 1,634 26 1,173 26 1,147 27 1,197 28 1,237 29 1.173 30 1,123 31 a Ice conditions Jan. 1 to April 11. OLDMAN RIVER DRAIXAGE BASIX SESSIONAL PAPER No. 25c 165 Daily Gauge Height and Discharge of Oldman River near Cowley, for 1913. {Concluded). July. August. September. October. November. December. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Feel. Sec.-fl. Feet. Sec.-fl. Feel. Sec.-fl. Feet. Sec.-fl. Feel. Sec.-fl. Feet. Sec.-fl. 1 2 3 4 3.07 2.67 2.64 2.62 2.57 1,446 939 907 886 835 2.25 2.09 2.22 2.18 2.05 537 413 512 480 388 2.13 2.13 2.14 2.14 2.14 442 442 450 450 450 1.79 1.80 1.84 1.79 1.86 245 250 270 245 280 1.85 1.84 1.84 1.83 1.83 275 270 270 265 265 1.78 1.78 1.81 1.82 1.83 180 185 180 175 5 180 6 2.52 2.37 2.37 2.32 2.33 785 643 643 598 607 1.96 2.44 2.79 2.65 2.59 333 708 1.074 918 855 2.14 2.08 2.08 2.03 2.00 450 407 407 375 355 1.85 1.85 1.84 1.83 1.84 275 275 270 265 270 1.82 1.83 1.85 1.87 1.87 260 265 275 285 285 1.83 1.84 1.82 1.82 1.81 180 7 8 175 170 9 10 175 180 11 12 13 14 15 2.27 2.27 2.22 2.17 2.18 555 555 512 472 480 2.54 2.50 2.44 2.39 2.34 805 765 708 661 616 1.98 1.92 1.92 1.91 1.90 344 311 311 306 300 1.84 1.86 1.86 1.86 1.87 270 280 280 280 285 1.90 1.91 1.91 1.93 1.93 a290 292 292 295 295 1.80 1.80 1.80 1.80 1.81 185 185 185 185 180 16 17 2.16 2.15 2.16 2.15 2.15 465 453 465 458 453 2.28 2.24 2.24 2.24 2.17 563 529 529 529 472 1.88 1.88 1.88 1.87 1.86 290 290 290 285 280 1.87 1.88 1.88 1.89 1.91 235 290 290 295 305 1.94 1.94 1.95 1.95 1.97 297 295 290 260 230 1.80 1.81 1.83 1.83 1.84 185 185 18 185 19 20 180 175 Zl 22 23 24 25 2.15 2.16 2.17 2.17 2.18 458 465 472 472 472 2.17 2.14 2.11 2.09 2.09 472 450 428 413 413 1.86 1.86 1.88 1.88 1.88 280 230 290 290 290 1.91 1.91 1.93 1.92 1.92 305 305 316 311 311 1.97 1.98 1.98 2.02 1.94 230 220 240 250 230 1.84 1.85 1.85 1.85 1.87 170 175 175 170 160 26 27 28 29 30 31 2.18 2.19 2.29 2.24 2.24 2.24 480 438 571 529 529 529 2.09 2.07 2.06 2.07 2.03 2.10 413 400 394 400 407 420 1.85 1.85 1.83 1.81 1.81 275 275 265 255 255 1.90 1.88 1.88 1.87 1.87 1.86 300 290 290 285 285 280 1.85 1.78 1.78 1.77 1.77 200 185 185 180 180 1.88 1.90 1.91 1.91 1.92 1.92 160 160 170 170 165 al60 a Ice conditions Nov. 11 to Dec. 31. Monthly Disch.'Vrge of Oldman River near Cowley, for 1913. (Drainage area 820 square miles). Month. Discharge in Second-Feet. Maximum. Minimum. Mean. Per square Mile. Run-Off. Depth in inches on Drainage Area. Total in Acre-feet. January. j. February. . March April May June July .August. . . . September. October November. December. . 145 124 126 1.490 2,381 2,245 1,446 1.074 450 316 297 185 The year. 97 106 74 130 465 1,074 458 331 255 245 180 160 112 116 104 714 1,7Q9 1.720 601 548 333 283 255 176 0.136 0.141 0.127 0.871 2.080 2.100 0.733 0.668 0.406 0.345 0.311 0.214 0.16 0.15 0.15 0.97 2.40 2.34 0.84 0.77 0.45 0.40 0.35 0.25 9.23 6,887 6,442 6,395 42,486 105.082 102,347 36,954 33,695 19,815 17,401 1.5,174 10,822 403,500 166 STREAM MEASUREMENTS, 1913 TODD CREEK AT ELTON S RANCHE. 4 GEORGE v., A. 1914 This station was established by H. C. Ritchie on August 3, 1909. It is located seven miles northwest of Cowley, at a private foot bridge about twenty feet from Cecil Elton's house, on the S.W. % Sec. 19, Tp. 8, Rge. 1, W. 5th Mer. The gauge, which is a plain staff graduated to feet and hundredths, is driven into the bed of the stream and securely braced to the left bank. The zero of the gauge (elev. 93.02) is referred to a permanent iron bench mark (assumed elev. 100.00), twelve feet northeast of the gauge. The channel is straight for about 55 feet above and 60 feet below the gauge. The right bank is high and wooded and Liable to overflow in extreme high water. The left bank is woo- ded, and liable to overflow for about six feet. The bed lies in one channel and is composed of clean sand and gravel. The current is inclined to be swift at high stages, but is quite sluggish at low. Discharge measurements are made from the foot bridge with current meter and rods. During high stages measurements are made from a private traffic bridge 1000 feet downstream. During 1913, the gauge was read by Cecil Elton. Cecil Elton and Capt. CardweU have irrigation ditches which divert water at points above this station. Discharge Measurements of Todd Creek at Elton's Ranche, in 1913. Date. April 25 May 20 June 11 June 30 July 17 Aug. 12 Aug. 28 Sept. 12 Oct. 2 Oct. 18 Nov. 5 Hydrographer. H. O. Brown R. Palmer . . do do do do do do do do do Width. Area of Mean Gauge Section. Velocity. Height. Feet. Sq.-ft. Fl. per sec. Feet. 19.7 31.6 0.93 3.12 19.5 31.4 2.14 3.50 19.4 27.9 1.67 3.30 21.5 25.0 1.04 3.05 21.5 18.1 0.71 2.81 21.0 17.4 0.41 2.70 20.5 21.3 0.22 2.60 20.0 20.9 0.20 2.62 20.0 20.3 0.22 2.60 21.0 23.2 0.23 2.70 21.0 21.6 0.26 2.70 Discharge. Sec.-fl. 29.0 67.0 46.0 26.0 12.9 7.2 4.7 4.2 4.4 5.4 5.5 OLDMAX RIVER DRAIXAGE BASIX SESSIONAL PAPER No. 25c 167 Daily Gauge Height and Discharge of Todd Creek at Elton's Ranche, for 1913. Day. April. May. June. Guage Dis- Height. charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Scc.-ft. Feet. 3.07 3.14 3.09 3.09 3.08 3.07 3.05 3.09 3.18 3.17 3.15 3.13 3.23 3.25 3.21 3.27 3.36 3.29 3.49 3.47 3.39 3.30 3.29 3.29 3.29 3.31 3.36 3.43 3.45 3.47 3.50 Sec.-ft. 27 32 28 28 28 27 26 28 35 35 33 31 40 42 38 44 52 46 67 65 56 46 46 46 46 48 52 60 63 65 68 Feet. 3.41 3.41 3.41 3.43 3.43 3.41 3.40 3.37 3.37 3.37 3.39 3.40 3.39 3.35 3.27 3.21 3.17 3.13 3.13 3.17 3.11 3.06 3.03 3.05 3.03 3.09 3.18 3.16 3.06 2.99 Sec.-ft. 58 2 58 3 58 4 60 5 60 6 7.25 7.75 7.79 7.43 6.83 6.81 7.02 7.03 6.49 5.57 4.94 4.57 3.84 3.45 3.45 3.46 3.40 3.24 3.03 3.U 3.13 3.09 3.09 3.06 3.02 a a 104 63 63 64 57 41 24 30 31 28 28 26 23 58 57 8 54 9 54 10 54 11 56 12 57 13 56 14 52 15 44 16 38 17 35 18 31 19 31 20 35 21 30 22 26 23 24 24 26 25 24 26 28 27 . 35 28 34 29 26 30 21 31 a Ice conditions April 6 to 17; not sufficient data to compute discharge. 168 STREAM MEASUREMENTS, 1913 4 GEORGE v.. A, 1914 Daily Gauge Height and Discharge of Todd Creek at Elton's Ranche, for 1913. Ju ly. August. September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 2.99 3.00 2.96 2.95 2.95 2.92 2.88 2.88 2.85 2.87 2.86 2.86 2.86 2.85 2.83 2.81 2.81 2.79 2.79 2.78 2.78 2.87 2.83 2.79 2.80 2.96 2.86 2.78 2.77 2.85 2.77 Sec.-ft. 21.0 22.0 19.6 19.0 18.4 17.2 15.0 15.0 13.5 14.5 14.0 14.0 14.0 13.5 12.6 11.6 11.6 10.7 10.7 10.3 10.3 14.5 12.6 10.7 11.1 19.6 14.0 10.3 10.0 13.5 10.0 Feet. 2.75 2.73 2.70 2.69 2.68 2.67 2.69 2.73 2.89 2.90 2.77 2.73 2.70 2.71 2.71 2.69 2.71 2.73 2.71 2.66 2.64 2.63 2.63 2.63 2.61 2.61 2.61 2.61 2.59 2.60 2.67 Sec.-ft. 9.2 8.4 7.3 7.0 6.7 6.5 7.0 8.4 15.5 16.0 10.0 8.4 7.3 7.7 7.7 7.0 7.7 8.4 7.7 6.2 5.6 5.3 5.3 5.3 4.8 4.8 4.8 4.8 4.3 4.5 6.5 Feet. 2.71 2.72 2.65 2.64 2.63 2.61 2.60 2.59 2.59 2.58 2.60 2.60 2.60 2.60 2.59 2.59 2.59 2.59 2.59 2.59 2.59 2.61 2.64 2.62 2.61 2.61 2.60 2.59 2.59 2.61 Sec.-ft. 7.7 8.1 5.9 5.6 5.3 4.8 4.5 4.3 4.3 4.1 4.5 4.5 4.5 4.5 4.3 4.3 4.3 4,3 4.3 4.3 4.3 4.8 5.6 5.1 4.8 4.8 4.5 4.3 4.3 4.8 Feet. 2.61 2.59 2.59 2.64 2.64 2.63 2.63 2.63 2.64 2.63 2.65 2.72 2.75 2.73 2.71 2.65 2.66 2.75 2.68 2.63 2.61 2.61 2.61 2.61 2.61 2.61 2.63 2.61 2.64 2.68 2.57 Sec.-ft. ■ 4.8 2 4.3 3 4.3 4 5 6 5.6 6 5.3 7 5.3 8 5 3 9 5 6 10 11 12 5.3 5.9 8.1 13 9.2 14 8.4 15. . . . 7.7 16 5.9 17 6.2 18. . 9 2 19 6.7 20 5 3 21 :... 4.8 22 . . 4.8 23 4.8 24 4 8 4.8 4.8 27 5.3 28 4.8 29 30 5.6 6.7 31 3.9 Monthly Discharge of Todd Creek at Elton's Ranche, for 1913. (Drinage area 57 square miles) . Month. Discharge in Second-Feet. Maximum. Mean. Per square Mile. Run-Off. Depth in inches on Drainage Area. Total in Acre-feet. April (18-30). May June July .August September. . . October The period. 104.0 68.0 60.0 22.0 16.0 8.1 9.2 23.0 26.0 21.0 10.0 4.3 4.1 3.9 44.80 43.50 42.70 14.00 7.29 4.86 5.78 0.787 0.763 0.750 0.246 0.128 0.085 0.101 0.38 0.88 0.84 0.28 0.15 0.09 0.12 2.74 1.155 2.675 2.541 861 448 289 355 8.324 cow CREEK near COWLEY. This station was established on May 26, 1910, bv H. C. Ritchie; it replaced the station on Sec. 12, Tp. 8, Rge. 2, W. 5th Mer., established August 2. 1909. It is located on the N.E. H Sec. 14, Tp. 8, Rge. 2, W. 5th Mer.,- at John Ross's ranche, five miles north of Lund- breck station. The gauge, which is a plain staff graduated to feet and hundredths, is located at the right bank. The zero (elev. 94.53) is referred to a permanent iron bench mark (assumed lev. 100.00), located on the right bank of the creek, 30 feet north of the gauge and 20 feet from the edge of ( he creek. OLDMAX RIVER DRAIXAGE BASIX SESSIONAL PAPER No. 25c 169 The channel is curved above the gauge and is straight 50 feet below. Both banks are low and partly covered with bushes, but are not liable to overflow. The bed is of clean sand and gravel. The current is swift. Discharge measurements are made with meter and rods from a temporary foot bridge at the gauge. The initial point for soundings is a stake on the left bank. During 1913, the gauge was read by William McKaj'. Discharge ^Ieasttremexts of Cow Creek near Cowley, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 24 H. O. Brown R. Palmer do . . Feet. 8.9 -8.0 9.7 7.8 7.5 8.0 8.5 8.5 8.5 8.5 9.5 Sq.-ft. 11.14 9.65 8.39 6.51 4.85 4.41 4.22 3.69 4.62 5.01 6.88 Ft. per sec. 1.32 3.03 2.24 1.23 0.79 0.44 0.30 0.25 0.32 0.34 0.73 Feet. 2.30 2.51 2.30 2.06 1.87 1.68 1.60 1.65 1.65 1.70 1.90 Sec.-ft. 14.70 May 20 29.00 June 11 18.80 June 30 do 8.00 July 17 do 3.80 Aug. 12 do 1.95 Aug. 28 do 1.25 Spet. 12 ... do . . 0.92 Oct. 2 do 1.47 Oct. 18 do 1.68 Nov. 5 do . . 5.00 Daily Gauge Height and Discharge of Cow Creek near Cowley, for 1913. D.\Y. 1 April. May. June. Gauge Height. Dis- charge. Gauge Dis- Height. charge. 1 Gauge Height. Dis- charge. 1 2 8 4 5 6 , 7. . . . . ... Feet. 1.91 1.72 1.70 1.90 4.00 4.54 4.85 3.60 4.20 3.29 2.83 3.70 4.02 3.29 3.01 2.94 2.80 2.83 2.78 2.85 2.78 2.55 2.31 2.29 2.25 2.29 2.30 2.21 2.21 2.19 Sec.-ft. a a 67.0 45.0 42.0 37.0 38.0 36.0 39.0 36.0 26.0 16.5 15.7 14.2 15.7 16.1 12.8 12.8 12.1 Feel. 2.21 2.24 2.20 2.34 2.20 2.18 2.19 2.28 2.39 2.38 2.29 2.29 2.54 2.39 2.30 2.30 2.40 2.40 2.75 2.49 2.40 2.40 2.39 2.39 2.40 2.44 2.58 2.61 2.63 2.67 2.66 Sec.-ft. 12.8 13.9 12.4 17.7 12.4 11.8 12.1 15.4 19.6 19.2 15.7 15.7 26.0 19.6 16.1 16.1 20.0 20.0 34.0 24.0 20.0 20.0 19.6 19.6 20.0 22.0 27.0 29.0 30.0 31.0 31.0 Feet. 2.61 2.59 2.58 2.58 2.49 2. 49 2.39 2.39 2.39 2.37 2.37 2.40 2.37 2.29 2.29 2.25 2.23 2.20 2.19 2.19 2.18 2.18 2.16 2.15 2.14 2.38 2.20 2.18 2.17 2. 10 Sec.-ft. 29.0 28.0 27.0 27.0 24.0 24. 0 19 6 8 19.6 9 19.6 10 18.8 11 18.8 12 20 0 13 18.8 14 15 7 15 15.7 16 14.2 17 13 5 18 12 4 19 12 1 20 12 1 21 . ..' 11 8 22 11 8 23 11 1 24 10 8 25 10.5 26 19.2 27 12 4 28 29 30 11.8 11.4 9 4 31 a Ice conditions April 1-13; not sufficient data to compute diacbarge. 170 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Cow Creek near Cowley, for 1913. — {Concluded). July. August. September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 2 Feel. 2.10 2.02 Sec.-fl. 9.2 7.1 Feet. 1.82 1.81 1.81 1.80 1.80 1.79 1.68 Sec.-fl. 3.30 3.20 3.20 3.00 3.00 2.90 1.76 Feet. 1.75 1.70 1.64 1.64 1.62 1.61 1.60 1.60 1.60 1.59 1.65 1.64 1.62 1.62 1.61 1.61 1.60 1.60 1.61 1.61 1.61 1.67 1.69 1.69 1.68 1.67 1.63 1.63 1.62 1.61 Sec.-il. 1.96 1.90 1.48 1.48 1.34 1.27 1.20 1.20 1.20 1.13 1.55 1.48 1.34 1.34 \.2fi 1.27 1.20 1.20 1.27 1.27 1.27 1.69 1.83 1.83 1.76 1.69 1.41 1.41 1.34 1.27 Feet. 1.61 1.61 1.61 1.63 1.69 1.70 1.64 1.68 1.63 1.62 1.64 1.80 1.73 1.71 1.69 1.67 1.67 1.68 1.70 1.70 1.69 1.68 1.68 1.67 Sec.-fl. 1.27 1.27 3 2.00 6.6 2.00 6.6 1.27 4 1.41 5 2.00 1.99 1.98 1.93 1.91 6.6 6.4 6.2 5.1 4.7 1.83 6 1.90 7 1.48 8 1.74 1 1.94 1.96 5.80 1.83 1 3.40 1.79 2.90 1.71 1.91 1.70 1.90 1.70 : 1.90 1 . 69 1 . 83 1.76 9 1.41 10 1.90 ! 4.5 1.34 11 1.99 1.94 1.90 1.90 1.88 1.88 1.87 1.86 1.86 1.84 1.84 1.91 1.86 1.85 1.84 2.09 1.89 1.84 1.87 1.86 1.80 6.4 5.3 4.5 4.5 4.2 4.2 4.0 3.9 3.9 3.6 3.6 4.7 3.9 3.8 3.6 " 8.9 4.3 3.6 4.0 3.9 3.0 1.48 12 3.00 13 2.23 14 1.91 15 1.83 16 1.69 1.69 1.69 1.69 1.68 1.68 1.68 1.66 1.61 1.61 1.61 1.60 1.60 1.60 1.60 1.66 1.83 1.83 1.83 1.83 1.76 1.76 1.76 1.62 1.27 1.27 1.27 1.20 1.20 1.20 1.20 1.62 1.69 17 1.69 18 1.76 19 1.90 20 1.90 21 1.83 22 : 1.76 23 . 1.76 1.69 25 1.66 1.62 26 1 1.67 1.69 1.67 1.68 1.67 1.67 1.67 1.69 28 1.76 1.69 30 1.69 31 1.69 Monthly Discharge of Cow Creek near Cowley, for 1913. (Drainage area 2*8 square miles). Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. 1 Per square Mile. Depth in inches on Total in Drainage Acre-feet. Area. April (14-30).. 67.00 34.00 29.00 9.20 5.80 1.96 3.00 12.10 11.80 9.40 3.00 1.20 1.13 1.27 28.30 1.010 0.64 0.83 0.68 0.21 0.09 • 0.06 0.07 954 20.10 17.00 5.00 2.14 1.43 1.72 0.718 0.609 0.179 0.076 0.051 0.061 1,236 June July 1,012 307 132 September October ... 85 106 2.58 3,832 OLDMAN RIVER DRAIXAGE BASIN SESSIONAL PAPER No. 25c 171 COXXELLY CREEK XEAR LUNDBRECK. This station was established on July 31, 1909, by H. C. Ritchie. It is located at a foot- bridge on the trail in the S.E. X Sec. 36, Tp. 7, Rge. 2, W. 5th Mer., and is about 100 feet from the mouth of the creek. There is no observer for the gauge at this station. Discharge Measuremexts of Connelly Creek near Lundbreck, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 24 H. O. Brown R. Palmer do Feet. 12.0 11.7 10.5 10.0 12.0 .Sq.-fl. 8.30 5.80 4.52 4.18 5.15 Ft. per sec. 1.24 0.75 0.37 0.08 0.14 Feel. 2.58 2.43 2.40 2.25 1.60 Sec.-fl. 10.30 June 30 July 17 4.35 1.76 Aug. 12 do 0.32 do . . 0 73 crowsxest river at luxdbreck. This station was established September 7, 1907, by P. M. Sauder. It is located on the N.E. % Sec. 26, Tp. 7, Rge. 2, W. 5th JNIer., at the traffic bridge just north of Lundbreck. The gauge, which is a plain staff graduated to feet and hundredths, is placed at the left bank twenty feet do-mistream from the bridge. The zero of the gauge (elev. 91.76) is referred to a bench mark (assumed elev. 100.00) located on the north abutment of the traffic bridge. The channel is straight for 250 feet above and 1,500 feet below the station. The right bank is high, wooded and -nnH not overflow. The left bank is low, wooded and liable to over- flow in extreme high water. The bed of the stream is of rock, giving a stable cross-section. The current is s-^-if t and tumultuous. Discharge measurements are made from the bridge, the initial point for soundings being marked on the lower downstream chord, on a line wdth the face of the left abutment. During 1913 the gauge was read by Ed. Marlow. Discharge Measuremexts of Crowsnest River at Lundbreck, in 1913. Date. Hydrographer. Width. Area of Section. Mean Veolcity. Gauge Height. Discharge . Jan. Feb. 30 12 28 H. O. Brown Feet. 52.0 48.0 50.0 52.0 48.5 68.0 69.0 66.8 68.3 62.0 62.0 57.0 58.0 55.0 57.0 57.0 56.0 55.0 Sq.-fl. 67.0 60.8 67.2 59.6 71.7 154.0 159.0 141.5 195.0 105.0 101.0 88.9 93.6 81.0 87.4 77.8 76.6 74.4 Ft. per sec. 1.05 1.11 0.89 1.12 1.44 3.75 3.76 3.25 4.29 2.41 2.26 1.97 1.88 1.49 2.00 1.56 1 . 1!> 1 :.:; Feel. 3.71 3.76 3.42 3.16 1.63 2.91 2.96 2.72 3.46 2.12 2.04 1.90 1.89 1.65 1.89 1.69 1.66 1 .66 Sec.-fl. 70.2 do 67.4 do 59.9 Mar. 27 do 72.0 April 7 24 do 103.0 do 578.0 May June 20 1 R. Palmer do 599.0 460.0 11 . . do 838.0 July 17 do 252.0 13 28 do 228.0 do 175.0 Sept. 12 2 18 . . do 176.0 Oct. do 121.0 do 175.0 5 do 121.0 28 11 do 114.0 Dec. do 114.0 Xo. 2.-)c--12 172 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Crowsnest River at Lundbreek, for 1913. Day. January. February. March. April. May. Jun e. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 2.56a 2.34 2.40 2.48 2.28 2.32 2.36 2.74 2.65 2.60 2.65 2.68 2.70 2.72 2.60 2.74 2.73 2.75 2.75 2.75 2.75 2.76 2.76 2.76 2.76 2.76 2.72 2.70 2.74 2.69 2.70 Sec.-ft. 90 85 80 79 78 78 79 79 78 78 77 76 75 74 74 74 75 76 78 80 81 82 82 82 82 80 77 74 70 70 67 Feet. 2.68 2.69 2.60 2.35 2.64 2.77 2.70 2.75 2.75 2.76 2.82 2.70 2.80 2.85 2.82 2.98 2.95 2.80 2.46 2.75 2.76 2.52 2.50 2.45 2.36 2.25 2.24 2.36 Sec.-ft. 64 68 62 61 60 60 60 60 61 62 64 68 71 76 79 81 82 82 82 81 78 76 72 68 64 62 61 60 Feet. 2.45 2.50 2.52 2.48 2.52 2.50 2.56 2.52 2.50 2.45 2.38 2.40 2.22 1.85 2.05 2.05 1.96 1.60 1.90 1.95 2.05 2.06 2.10 2.05 2.03 2.05 2.08 2.15 2.11 2.15 2.08 Sec.-ft. 60 61 64 68 72 80 84 88 90 91 91 91 91 90 86 80 74 70 68 66 65 65 66 68 70 74 76 78 80 84 88 Feet. 2.12 2.15 2.16 2.20 2.25 2.40 2.08a 1.68 1.67 1.73 1.81 2.01 2.11 2.39 2.67 2.79 2.84 2.97 3.39 2.64 3.71 3.36 2.96 2.91 2.96 3.01 3.06 2.96 2.91 2.76 Sec.-ft. 90 94 96 98 100 102 103 117 114 130 153 215 250 355 469 521 543 601 799 924 959 784 596 573 596 619 642 596 573 508 Feet. 2.62 2.61 2.61 2.52 2.51 2.52 2.66 2.60 2.59 2.61 2.91 3.01 3.06 3.14 3.02 3.01 2.96 2.91 3.02 3.06 3.04 3.24 3.61 3.76 3.86 3.98 4.16 4.24 4.21 4.16 4.14 Sec.-ft. 448 444 444 407 403 407 465 440 436 444 573 619 642 679 623 619 596 573 623 642 632 726 909 984 1,034 1,094 1,184 1,224 1,209 1,184 1,174 Feet. 4.09 4.04 3.96 3.86 3.76 3.71 3.66 3.52 3.54 3.52 3.50 3.41 3.34 3.24 ' 3.12 2.96 2.86 2.81 2.78 2.91 2.86 2.68 2.66 2.68 2.62 2.71 2.76 2.86 2.89 2.81 Sec.-fl. 1,149 2 1,124 3 1,084 4 1,034 5 984 6 959 7 934 8 864 9 874 10 864 11 854 12 809 13 775 14 726 15 16 17 18 19 20 21 22 669 596 551 529 516 573 551 474 23 24 25 26 465 474 448 486 27 508 28 29 551 665 30 529 31 a Ice conditions Jan. 1 to April 7. OLDMAX RIVER DRAIXACrE BASIX SESSIONAL PAPER No. 25c 173 Daily Gauge Height and Discharge of Crowsnest River at Lundbreck, for 1913. (Concluded). Day. July. August. September. October. November. December. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge . 1 Feet. 2.74 2.70 2.62 2.58 2.52 2.51 2.48 2.46 2.34 2.41 2.44 2.40 2.36 2.32 2.26 2.21 2.18 2.16 2.16 2.16 2.21 2.26 2.21 2.16 2.16 2.22 2.16 2.11 2.16 2.26 2.18 Sec. -ft. 499 482 448 432 407 403 391 383 336 363 375 359 343 328 305 286 275 268 268 268 286 305 286 268 268 290 268 250 216 305 275 Feel. 2.16 2.14 2.14 2.10 2.07 2.06 2.04 2.10 2.21 2.31 2.28 2.21 2.21 2.21 2.21 2.21 2.14 2.16 2.11 2.06 2.04 2.00 1.96 1.96 1.94 1.94 1.91 1.90 1.89 1.86 1.91 Sec.-fl. 268 260 260 246 236 232 226 246 286 324 312 286 286 286 286 286 260 268 250 232 226 212 199 199 193 193 183 180 177 168 183 Feel. 1.96 1.91 1.88 1.89 2.04 2.12 2.09 2.01 1.96 1.93 1.89 1.86 1.81 1.81 1.80 1.79 1.78 1.76 1.79 1.77 1.76 1.81 1.80 1.77 1.76 1.72 1.71 1.70 1.70 1.71 Sec.-fl. 199 183 174 177 226 253 243 215 199 190 177 168 153 153 150 147 144 139 147 142 139 153 150 142 139 128 125 122 122 125 Feet. 1.70 1.69 1.66 1.71 1.71 1.70 1.70 1.68 1.68 1.67 1.66 1.70 1.92 2.06 2.01 1.96 1.96 2.00 1.86 1.84 1.82 1.80 1.80 1.78 1.78 1.76 1.76 1.76 1.75 1.77 1.81 Sec.-fl. 122 119 112 125 125 122 122 117 117 114 112 122 186 232 215 199 199 212 168 162 156 150 150 144 144 139 139 139 136 142 153 Feel. 1.74 1.71 1.71 1.71 1.71 1.71 1.70 1.66 1.68 1.71 1.72 1.71 1.66 1.68 1.68 1.71 1.74 1.74 1.72 1.68 1.64 1.76 1.71 1.61 1.64 1.66 1.66 1.71 1.61 1.66 Sec.-fl. 133 125 125 125 125 125 122 112 117 125 128 125 112 117 117 125 133 133 128 117 106 139 125 99 106 112 112 125 99 112 Feet. 1.68 1.61 1.81a 2.01 1.61 1.66 1.60 2.04 2.16 2.28 2.16 2.01 2.16 2.26 2.06 2.11 2.26 3.06 3.51 3.06 3.56 3.31 3.21 3.16 3.01 2.96 2.96 2.96 2.81 2.61 3.04a Sec.-fl. Ill 2 99 3 108 4 116 5 104 6 108 7 106 8 108 9 10 110 112 11 114 12 110 13 112 14 114 15 108 16 110 17 108 18 105 19 102 20 100 21 96 22 92 23 86 24 87 25 89 26 90 27 28 29 92 93 94 30 31 95 94 a Ice conditions Dec. 3 to 31. Monthly Discharge of Crowsnest River at Lundbreck, for 1913. (Drainage area 263 square miles.) Discharge in Second-Feet. Maximum Minimum Mean. Per square mile. Run-Off. Depth in inches on Drainage Area. Total in Acre Feet. January. . . February. . March April May June July August. . . . September. October. . . . November. December. . The year. 90 82 91 959 1.224 1,149 499 324 253 232 139 117 67 60 60 90 403 448 216 168 122 112 99 86 77.8 68.6 76.7 411.0 706.0 717.0 330.0 240.0 164.0 148.0 120.0 103.0 0.296 0.261 0.292 1.560 2.680 2.730 1.250 0.912 0.624 0.563 0.456 0.392 0.34 0.27 0.34 1.74 3.09 3.05 1.44 1.05 0.70 0.65 0,51 0.45 13.63 4.784 3.810 4,716 24.456 43,410 42.664 20,291 14.757 9,7,59 9,100 7,140 6,333 191,220 No. 2.-)C.— 12^ 174 STREAM MEASUREMENTS, 1913 CROWSNEST RIVER NEAR FRANK. 4 GEORGE v., A. 1914 This station was established on July 28, 1910, by H. C. Ritchie. It is located at the traffic bridge on the N.E. % See. 36, Tp. 7, Rge. 4 W. 5th Mer. The gauge, which is a plain staff graduated to feet and hundredths, is fixed to a tree at the left bank about twenty feet downstream. It is referred to a bench mark, consisting of spikes driven into a tree stump, about three feet from the gauge; elevation 9.43 feet above datum of gauge. . The channel is straight for about 200 feet above the station and for oOO teet below, both banks being high, wooded and not liable to overflow. The bed of the stream is clean gravel. During high water, discharge measurements are made from the bridge, the points for soundings being painted on the lower chord. In low stages the river is waded at the same section. The discharge measurements made at this station during 1913 were all under open water conditions as the river at this point remained open during the winter months. During 1913, the gauge was read by I. Wilson. Discharge Measurements of Crowsnest River near Frank, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. Jan. Jan. Feb 10 H. 0. Brown Feet. 50.0 49.0 49.5 49.0 49.0 51.0 69.0 70.0 73.0 69.0 66.5 65.0 63.0 61.0 60.0 61.0 59.0 54.0 55.0 54.0 Sq.-fl. 37.3 35.4 32.5 33.7 34.2 46.4 106.0 126.0 159.0 102.2 92.3 97.1 69.3 62.4 59.0 63.2 62.6 52.6 52.8 48.6 Ft. per sec. 1.29 1.27 1.13 1.23 1.13 1.37 3.39 3.40 3.94 3.05 2.53 2.48 1.95 1.76 1.55 1.71 1.83 1.45 1.36 1.34 Feet. 4.00 3.97 3.90 3.91 3.89 4.05 5.08 5.22 5.82 4.95 4.85 4.70 4.47 4.32 4.27 4.39 4.32 4.12 4.22 4.12 Sec.-ft. 48.1 27 do 45.1 14 do 36.7 3 do 41.4 28 do 38.9 April 9 do 63.5 29 do 361.0 May June July 19 R. Palmer 428.0 14 do 627.7 3 do 312.2 21 do 233.0 Aug. 16 do 241.0 30 do 135.0 Sept. 17 do 110.0 29 do 91.4 Oct 23 do 108.0 6 do 115.0 24 do 76.0 16 do 71.7 30 do 65.0 OLDMAX RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 175 Daily Gauge Height axd Discharge of Crowsnest River near Frank, for 1913. Day. January. February-. March. April. May. June. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 2 Feet. 4.05 4.05 4.05 4.05 4.04 4.04 4.04 4.04 4.04 4.03 4.03 4.03 4.03 4.03 4.03 4.03 4.03 4.03 4.03 4.03 4.03 4.03 4.03 4.03 4.03 4.00 4.00 4.00 4.00 3.98 3.98 Sec.-ft. 55 55 55 55 54 54 54 54 54 53 53 53 53 53 53 53 53 53 53 53 53 53 53 53 53 49 49 49 49 47 47 Feet. 3.98 3.97 3.97 3.95 3.95 3.94 3.94 3.92 3.91 3.91 3.90 3.90 3.90 3.90 3.90 3.90 3.95 3.95 3.95 3.95 3.96 3.96 3.95 3.94 3.93 3.91 3.89 3.88 Sec.-ft. 47 45 45 45 45 42 42 40 39 39 38 38 38 38 38 38 43 43 43 43 44 44 43 42 41 39 37 36 Feet. 3.87 3.88 3.89 3.90 3.90 3.90 3.92 3.95 3.95 3.94 3.93 3.90 3.88 3.85 3.87 3.87 3.80 3.80 3.79 3.85 3.85 3.87 3.87 3.87 3.85 3.85 3.85 3.86 3.88 3.87 3.88 Sec.-ft. 35 36 37 38 38 38 40 43 43 42 41 38 36 33 35 35 28 28 27 33 33 35 35 35 33 33 33 34 36 35 36 Feet. 3.88 3.90 3.90 3.91 3.94 3.94 3.95 3.96 4.00 4.05 4.18 4.25 4.47 4.70 4.95 5.00 5.04 5.10 5.35 5.60 5.70 5.50 5.25 5.10 5.10 5.22 5.25 5.25 5.10 4.95 Sec.-ft. 36 38 38 39 42 42 43 44 49 55 75 87 141 216 312 331 346 370 455 560 598 522 427 370 370 416 427 427 370 312 Feet. 4.93 4.87 4.85 4.82 4.80 4.80 4.90 4.85 4.83 4.85 5.00 5.15 5.20 5.25 5.20 5.20 5.17 5.15 5.15 5.18 5.20 5.35 5.60 5.90 6.00 6.10 6.25 6.40 6.45 6.40 6.40 Sec.-ft. 304 281 273 262 254 254 292 273 265 273 331 389 408 427 408 408 397 389 389 400 408 455 560 675 713 751 808 866 885 866 866 Feet. 6.40 6.40 6.30 6.20 6.15 6.10 6.00 6.00 6.00 6.00 5.95 5.88 5.82 5.70 5.55 5.40 5.28 5.25 5.27 5.35 5.30 5.22 5.18 5. 15 5.10 5.23 5.25 5.35 5.30 5.25 Sec.-ft. 866 866 3 4 828 789 5 770 751 713 713 713 6 7 8 9 10 713 694 11 12 ...... 667 13 14 15 16 17 644 598 541 484 438 18 427 19 435 20 455 21 446 22 416 23 400 24 389 25 26 370 419 27 28.... 427 455 29 446 30 427 31 176 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Crowsnest River near Frank, for 1913. {Concluded). July. August. September. October. November. December. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feel. 5.18 5.14 5.10 4.98 4.98 4.98 4.98 4.97 4.95 4.94 4.94 4.90 4.88 4.80 4.74 4.70 4.67 4.67 4.68 4.68 4.70 4.70 4.70 4.68 4.65 4.70 4.65 4.61 4.70 4.68 4.66 Sec.-fl. 400 385 370 323 323 323 323 320 312 308 308 292 284 254 231 216 206 206 209 209 216 216 216 209 199 216 199 185 216 209 202 Feet. 4.65 4.65 4.62 4.57 4.55 4.55 4.54 4.59 4.81 4.80 4.75 4.73 4.70 4.71 4.70 4.68 4.65 4.62 4.60 4.56 4.54 4.53 4.50 4.48 4.46 4.45 4.44 4.42 4.40 4.39 4.39 Sec.-ft. 199 199 188 172 166 166 163 179 258 254 235 227 216 220 216 209 199 189 182 169 163 160 150 144 138 135 132 127 121 118 118 Feet. 4.39 4.39 4.42 4.45 4.68 4.65 4.60 4.55 4.48 4.45 4.42 4.40 4.40 4.39 4.38 4.35 4.35 4.33 4.33 4.32 4.32 4.32 4.32 4.31 4.31 4.29 4.27 4.26 4.26 4.25 Sec.-ft. 118 118 127 135 209 199 182 166 144 135 127 121 121 118 116 108 108 104 104 101 101 101 101 99 99 95 91 89 89 87 Feet. 4.25 4.25 4.24 4.28 4.28 4.27 4.25 4.24 4.24 4.23 4.25 4.45 4.60 4.58 4.55 4.50 4.47 4.43 4.41 4.39 4.38 4.36 4.35 4.35 4.34 4.33 4.33 4.33 4.30 4.25 4.27 Sec.-ft. 87 87 86 93 93 91 87 86 86 84 87 135 182 176 166 150 141 129 124 118 116 111 108 108 106 104 104 104 97 87 91 Feet. 4.30 4.38 4.26 4.25 4.25 4.25 4.30 4.23 4.25 4.27 4.26 4.25 4.26 4.23 4.35 4.28 4.26 4.25 4.23 4.21 4.14 4.05 4.05 4.20 4.22 4.22 4.21 4.19 4.19 4.18 Sec.-ft. 97 93 89 87 87 87 97 94 87 91 89 87 89 94 108 93 89 87 94 80 68 55 55 78 82 82 80 76 76 75 Feet. 4.32 3.95 3.93 3.94 3.90 3.92 3.95 4.05 4.03 4.05 4.08 4.15 4.15 4.17 4.17 4.16 4.22 4.10 4.06 4.00 3.93 3.95 3.95 3.90 3.83 3.82 3.80 3.90 3.90 3.90 3.95 Sec.-fl. 101 2 43 3 41 4 42 5 38 6 40 7 43 8 55 9 53 10 55 11 59 12 69 13 69 14 73 15 73 16 71 17 82 18 62 19 20 56 49 21 41 22 43 23 43 24 25 38 31 26 30 27 28 28 38 29 30 31 38 38 43 Monthly Discharge of Crowsnest River near Frank, for 1913. (Drainage area 170 square miles). « Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. 55 47 43 598 885 866 400 258 209 182 108 101 47 36 27 36 254 370 185 118 87 86 55 28 52.5 41.2 35.6 253.0 469.0 577.0 261.0 178.0 120.0 110.0 85.0 51.0 0.309 0.242 0.209 1.490 2.760 3.390 1.540 1.050 0.706 0.647 0.500 0.300 0.356 0.252 0.241 1.660 3.180 3.780 1.780 1.201 0.788 0.746 0.558 0.346 3.228 2,288 2,189 15.055 May 28.838 34,334 July 16,048 August 10,945 7,140 6,764 5,058 3,136 The year 14.897 135,023 OLDMAN RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 177 MCGILLIVRAY CREEK NEAR COLEMAN. This station was established on July 23, 1913, by R. Palmer. It is located on the S.E. % Sec. 7, Tp. 8, Rge. 4, W. 5th INler., about 150 feet north of the traffic bridge crossing the stream a short distance west of the town of Coleman. The gauge, which is a plain staff graduated to feet and hundredths, is nailed to a tree at the right banks. The zero of the gauge (elev. 97.01) is referred to a bench mark (assumed elev, 100.00), located on a poplar stump on the left bank about thirty feet from the gauge. The channel is straight for 100 feet above and below the station. The left bank is low but the right is high. The bed is gravel and the current is swift. Measurements are made with a current meter by wading near the gauge. During 1913, the gauge was read by Thos. Blower. Discharge Measurements of McGillivray Creek near Coleman, in 1931. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. 9 H. O. Brown Feet. 15.0 14.6 9.0 6.5 7.2 8.5 19.5 20,0 21.0 18.5 17.5 18.5 17.5 17.5 17.5 19.0 17.0 Sq.-ft. 6.95 4.66 3.25 3.87 2.61 2.65 14,90 16.24 20,80 12,37 8.62 12,06 9,22 8,35 9,15 10,50 8.53 Ft.persec. 0.42 0.46 0.53 0.47 0.80 0.66 1.60 1.76 2.97 1.43 1.00 1.14 0.93 1.03 0.83 1.05 0.75 Feet. Sec.-ft. 3.00 28 do 2.20 Feb. 13 1 ... do 1.71 Mar. do 1.81 28 do 2.10 9 do 1.74 30 17 do 24.00 R. Palmer 29,00 June 13 do 62,00 July 3 do 17,60 23 . . do i.26a 1.25 1.25 1.15 1.07 1.30 1.10 8,60 15 29 do 13,80 do 8,60 Sept. 16 do 8,60 30 do 7,60 Oct. 24 do 11.00 Nov. 7 ... do 6,40 a Gauge established. 178 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of McGillivray Creek near Coleman, for 1913 August. September. October. November. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feet. 1.50 1.50 1.50 1.60 1.40 1.30 1.30 1.20 1.10 1.10 1.10 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.04 1.05 1.07 Sec.-ft. 18.3 18.3 18.3 22.0 14.6 11.4 11.4 8.9 6.8 6.8 6.8 5.2 5.2 5.2 5.2 5.2 5.2 5.2 5.2 5.2 5.2 5.2 5.2 5.2 5.2 5.2 5.2 5.8 6.0 6.3 Feet. 1.06 1.06 1.04 1.04 1.03 1.04 1.03 1.03 1.04 1.05 1.07 1.30 1.71 1.70 1.70 1.68 1.60 1.55 1.48 1.41 1.35 1.20 1.12 1.07 1.06 1.15 1.10 1.10 1.08 1.08 1.06 Sec.-ft. 6.2 6.2 5.8 5.8 5.7 5.8 5.7 5.7 5.8 6.0 6.3 11.4 26.0 26.0 26.0 25.0 22.0 20.0 17.5 15.0 12.9 8.9 7.2 6.3 6.2 7.8 6.8 6.8 6.5 6.5 6.2 Feet. 1.09 1.20 1.20 1.30 1.30 1.30 1.30 1.28 1.34 1.36 1.33' 1.30 1.28 1.23 1.18 Sec.-ft. 6.7 2 8.9 3 8.9 4 11.4 5 11.4 6 11.4 7 . 11.4 8 10.9 9 12.6 10 13.2 11 12.3 12 11.4 13 10.9 14 9.6 15 1.25a 1.20 1.70 1.11 1.10 1.70 1.70 1.50 1.50 1.40 1.40 1.30 1.30 1.00 1.10 1.10 1.30 10.0 8.9 26.0 7.0 6.8 26.0 26.0 18.3 18.3 14.6 14.6 11.4 11.4 5.2 6.8 6.8 11.4 8.5 16 17 18 19 ^20 . ... . . 21 . 22 .... 23 25 26 27 28 . . 29 30 31 . . . .- a Observations commenced. Monthly Discharge of McGillivray Creek near Coleman, for 1913. (Drainage area 15 square miles). Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per squaire Mile. Depth in inches on Drainage Area. Total in Acre-feet. August (15-31) 26.0 22.0 26.0 13.2 5.2 5.2 5.7 6.7 13.50 8.16 10.84 10.60 0.900 0..544 0.723 0.707 0.57 0.61 0.83 0.39 455 486 664 316 The period 2.40 1,921 CROWSNEST RIVER NEAR COLEMAN. This station was established July 28, 1910, by H. C. Ritchie. It is located on the S.W. 'X Sec. 12, Tp. 8, Rge. 5, W. 5th Mer., at a private bridge about two and a half miles west of Coleman. The gauge, which is a plain stafif graduated to feet and hundredths, is fixdd to a tree at the left bank, 150 feet upstream from the bridge. The zero of the gauge (elev. 92.73) is referred to a permanent iron bench mark (assumed elev. 100.00), situated on the left bank. The channel is straight for thirty feet above and 300 feet below the station. Both banks are high, wooded and ^^^ll not overflow. The bed of the stream is of sand and gravel. The current is fairly swift. Plate Xo 15 iy,i^<4f >.v. Crowsnest ^Mountain near Coleman, Alberta. Plate Xo. 16 Source of Crowsnest River, a Branch of Olclinan Kiver, near Coleman, Alberta. OLDMAN RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 179 Discharge measurements are made from the bridge during high stages; the initial point for soundings being on line with the face of the left abutnient. In low stages the stream is waded three quarters of a mile do"mistream from the bridge. During 1913, the gauge was read bj' Prudent LeGal, whose house is about 40 feet from the gauge. Discharge Measurements of Crowsnest River near Coleman, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. Jan. 9 H. O. Brown Feet. 21.5 21.5 21.0 21.0 21.0 31.3 39.3 31.5 36.0 33.0 29.5 46.0 43.5 42.0 40.5 43.0 39.0 40.0 39.0 38.0 Sq.-fl. 35.0 37.1 34.6 34.9 31.4 19.1 43.3 57.6 103.0 73.8 61.3 56.6 44.4 37.6 38.1 40.3 32.5 37.5 35.8 32.0 Fl. per sec. 0.81 0.76 0.70 0.72 0.69 1.37 2.01 2.19 3.51 5.22 2.48 2.40 2.45 2.18 1.99 2.35 1.96 1.97 1.92 1.83 Feet. 3.98 3.70 3.21 3.34 3.96 3.18 4.26 4.75 7.60 6.45 5.75 5.80 5.45 5.45 5.30 5.40 5.30 5.40 5.35 5.25 Sec.-ft. 28 28 do 28 Feb. 13 do 24 1 . . . do 25 28 do 22 9 do 26 30 do 87 May 17 R. Palmer do 126 13 .... 372 July 3 do 245 23 do 152 15 do 160 29 do 109 Sept. 16 do 82 30 do 76 Oct. 24 do 95 Nov. 7 25 do 64 do 74 Dec. 17 do 68 31 do 59 DailyGaxjgeHeight AND Discharge of Crowsnest River near Coleman, for 1913. (Conducted). January. Febraury. March. April. May. June. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feel. 3.70 3.75 3.80 3.80 3.80 3.90 3.90 3.98 3.99 4.00 4.03 4.05 4.11 4.12 4.06 4.00 3.95 3.85 3.85 4.45 4.35 4.35 4.15 4.34 3.92 3.95 3.72 3.66 3.66 3.63 3.62 Sec.-fl. a32 32 31 31 30 29 29 28 28 28 28 28 27 27 27 27 27 27 26 25 26 26 27 27 28 28 28 28 28 28 27 Feel. 3.60 3.60 3.55 3.50 3.97 3.70 3.73 3.93 3.60 3.62 3.60 3.68 3.21 2.25 2.30 2.51 3.05 3.12 3.62 3.58 3.30 3.15 3.12 3.15 3.15 3.52 3.25 3.22 Sec.-fl. 26 25 23 23 22 22 22 22 23 23 23 24 24 25 26 26 27 27 26 26 26 25 24 24 23 23 23 24 Feel. 3.37 3.10 3.15 3.33 3.21 3.25 3.15 3.21 3.21 3.22 3.25 3.32 3.39 3.45 3.31 3.20 3.83 4.32 4.52 4.02 3.52 3.43 3.35 3.61 3.73 4.12 4.02 3.92 3.73 3.62 3.60 Sec.-ft. 25 26 27 27 27 28 28 28 27 27 27 26 26 24 24 25 25 24 23 23 23 23 23 24 23 22 22 22 22 23 23 Feet. 3.65 3.25 3.20 3 '.20 3.20 3.22 3.22 3.25 3.28 3.32 3.40 3.65 3.72 3.76 3.76 3.79 3.92 4.08 4.14 4.22 4.53 4.52 4.52 4.52 4.45 4.48 4.48 4.45 4.42 4.35 Sec.-fl. 24 24 24 24 24 25 27 30 33 35 a40 52 56 59 59 60 68 78 82 87 109 108 108 108 104 106 106 104 101 97 Feet. 4.33 4.32 4.30 4.30 4.30 4.32 4.37 4.40 4.37 4.41 4.47 4.62 4.67 4.73 4.75 4.75 4.78 4.80 4.82 4.82 4.88. 5.02 5.36 5.85 6.15 6.35 6.63 6.95 7.05 7.05 7.23 Sec.-fl. 95 95 93 93 93 94 98 100 98 101 105 115 119 123 125 125 127 128 129 129 143 144 171 210 235 253 279 307 317 317 335 Feel. 7.25 7.25 7.25 7.25 7.05 7.25 7.25 7.25 7.25 7.25 7.40 7.15 7.75 7.70 7.65 7.59 7.50 7.45 7.40 7.34 7.16 6.95 6.80 6.76 6.70 6.75 7.15 7.02 6.90 6.88 Sec.-ft. 337 2 337 3 337 4 337 5 317 6 337 7 337 8 337 9 337 10 337 11 352 12 327 13 387 14 382 15 375 16 367 17 353 18 354 19 348 20 342 21 324 22 302 23 288 24 282 25 276 26 279 27 317 28 302 29 290 30 288 31 a Ice conditions Jan. 1 to Apr. 12. 180 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Crowsnest River near Coleman, for 1913. {Concluded) Day. July. August. September. October. November. December. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feel. 6.71 6.65 6.45 6.44 6.44 6.45 6.45 6.35 6.31 6.37 6.27 6.27 6.27 5.95 5.92 5. 92 5.80 5.80 5.80 5.80 5.70 5.70 5.75 5.75 5.75 5.75 5.65 5.70 5.70 5.75 5.77 Sec.-fl. 271 265 245 246 242 241 239 229 223 226 218 216 214 184 180 179 166 165 163 162 152 150 152 152 152 152 145 150 150 150 155 Feel. 5.80 5.80 5.80 5.80 5.80 5.75 5.75 5.75 6.25 6.25 6.20 6.10 5.90 6.05 5.80 5.85 5.95 5.85 5.76 5.70 5.65 5.60 5.55 5.55 5.55 5.55 5.55 5.55 5.55 5.55 5.55 .Sec.-fl. 158 158 158 158 158 154 154 154 198 198 195 186 168 182 160 162 167 158 149 143 138 132 126 125 122 120 117 113 109 109 109 Feet. 5.55 5.55 5.70 5.80 6.20 6.05 5.90 5.70 5.55 5.55 5.55 5.55 5.55 5.55 5.55 5.55 5.50 5.50 5.50 5.50 5.45 5.50 5.50 5.50 5.50 5.45 5.40 5.40 5.40 5.40 Sec.-fl. 109 109 120 129 160 148 132 115 100 99 98 96 92 88 85 82 80 80 80 80 78 80 80 80 80 78 76 76 76 76 Feel. 5.35 5.35 5.35 5.35 5.35 5.35 5.35 5.35 3.35 5.35 5.35 5.35 5.35 5.40 5.55 5.55 5.55 5.50 5.45 5.45 5.45 5.45 5.45 5.40 5.40 5.37 5.37 5.37 5.37 5.35 5.35 Sec.-fl. 76 76 77 77 78 79 80 • 81 82 83 84 85 89 100 102 103 103 100 96 97 97 97 97 95 95 89 88 86 84 82 81 Feel. 5.35 5.35 5.33 5.30 5.30 5.30 5.30 5.30 5.30 5.30 5.30 5.30 5.30 5.30 5.55 5.40 5.40 5.45 5.45 5.45 5.45 5.55 5.55 5.40 5.40 5.35 5.30 5.30 5.30 5.30 Sec.-fl. 80 79 74 68 67 66 64 64 64 64 64 64 64 64 84 74 74 77 77 77 77 84 84 74 74 68 64 64 64 64 Feet. 5.30 5.35 6.50 6.85 6.91 6.93 5.29 5.30 5.25 5.20 5.20 5.20 5.17 5.17 5.15 5.15 5.10 5.10 5.10 5.90 6.20 6.35 6.38 6.07 6.05 5.35 5.29 5.20 5.23 5.25 5.20 Sec.-fl. 64 2 68 3 a67 4 66 5 65 6 •. ... o64 7 63 8 64 9 60 10 56 11 56 12 56 13 54 14 54 15 52 16 52 17 18 49 49 19 20 21 49 c55 60 22 65 23 65 24 25 26 65 fl65 68 27 63 28 56 29 59 30 60 31 56 Ice conditions Dec. 3-6 and 20-25. Monthly Discharge of Crowsnest River near Coleman, for 1913. (Drainage area 70 square miles). Discharge in Second-Feet. Run-Off. Month. Meiximum. Minimum. Mean . Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. January. ... 32 27 28 109 335 387 271 198 160 103 84 68 25 22 22 24 93 276 145 109 76 76 64 49 28.0 24.2 24.7 65.0 158.0 329.0 191.0 150.0 95.4 88.4 70.9 59.5 0.412 0.356 0.363 0.929 2.260 4.700 2.730 2.140 1.360 1.260 1.010 0.850 0.47 0.37 0.42 1.04 2.61 5.24 3.15 2.47 1.52 1.45 1.13 0.98 1.722 1.344 March 1.519 3.868 May 9,715 June. . . .] 19.577 July 11,744 August. . 9.223 5.677 October 5.436 November 4.219 3.658 20.85 77.702 1 OLDMAN RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 181 SUMMIT CREEK NEAR CROWSNEST. This station was established by N. Me. L. Sutherland on April 29, 1912. It is located on the S.W. yi Sec. 12, Tp. 8, Rge. 6, W. 5th INIer., and is about a quarter of a mile south of the railway station at Crowsnest, 1000 feet south of the Canadian Pacific Railway concrete dam and 450 feet south of A. Good's dam. The gauge, which is a plain staff graduated to feet and hundredths, is nailed to a tree on the right bank of the creek. It is referred to a bench mark on a stump, 18 feet downstream from the gauge; elevation 3.99 feet above the datum of the gauge. The channel is straight for 15 feet above and 50 feet below the gauge. The right bank is high, heavily timbei-ed and not liable to overflow. The left bank is low, wooded, and liable to overflow. The bed of the stream is of gravel and clear of vegetation. The current is swift. Discharge measurements are made by wading at the gauge, the initial point for soundings being a post on the left bank. At low stages measurements are made with a weir at a point 15 feet below the gauge. There is no observer for the gauge at this station. Discharge Measurements of Summit Creek near Crowsnest, in 1913. Date. Hydrographer. Width. Area of Section. IVIean Velocity. Gauge Height. Discharge 11 H. O. Brown Feet. 3.3 3.4 3.4 3.1 3.7 3.6 10.2 8.4 11.0 11.0 7.6 6.5 7.0 6.0 6.5 6.0 7.5 7.0 Sg.-ft. 0.75 0.64 0.57 0.54 0.52 0.52 6.48 5.84 10.00 5.81 3.08 2.16 2.08 1.29 1.09 1.59 2.76 2.27 Ft. per sec. 0.53 0.57 0.48 0.56 0.35 0.46 1.28 1.21 1.72 1.49 0.72 0.52 0.54 0.44 0.35 0.30 0.23 0.20 Feel. 1.47 1.47 1.44 1.46 1.45 1.46 2.03 1.97 2.40 2.10 1.84 1.70 1.70 1.59 1.59 1.62 1.78 1.72 Sec.-fl. 0.40 29 do 0.36 Feb. 14 . . do 0.27 Mar. 3 do 0.30 29 do 0.18 April 10 do 0.24 30 do 8.30 May 2 19 14 4 24 do 7.10 R. Palmer 17.20 June do 8.70 July do 2.20 do 1.12 Aug. 16 do 1.12 30 17 29 do 0.57 Sept. do 0.38 do 0.47 Oct. 22 do 0.64 Nov. 6 do 0.45 Miscellaneous Discharge Measurements made in 1913. in Oldman River di'ainage basin. Date. Hydrographer. Stream. Location. Width. .•\rea of of Section. Mean Velocity. Discharge. July 23.. . Aug. 15. . . Sept. 16. . . " 30... Oct. 24... Nov. 7 . . . July 22... Aug. 11. . . R. Palmer do do do do do do R.H.Goodchild.. R.Palmer R.H.Goodchild.. do do H. O. Brown do H. O. Brown do do do R.H.Goodchild.. H. O. Brown.... do H. O. Brown.... do do do R.H.Goodchild.. do Allison Creek do do do 'do do Bellevue Creek. . . . Creek S.W. 11-8-5-5.... do do do do do N.E. 29-7-3-5.. . . S.E. 34-11-29-4 .. Feet. 15.5 15.5 15.0 • 15.5 15.0 15.0 3.5 Sq. feet. 10.80 11.00 8.20 9.40 9.30 8.20 1.13 Feet per sec. 2.04 2.03 1.74 1.55 1.38 1.61 0.97 Sec.-ft. 22.00 22 . 00 14.30 14.50 12.80 13.30 1.10 aO.76 July 22... July 8... Drum Creek Dago Creek do Ernst Creek Fortier S. Spring.... do F'ortier S. Spring.... do do do do Fortier N. Spring... do Fortier N. Spring.. . do do do do Four Springs N.E.18-7-3-5 S.W. 19-13-2-5... 11.0 6.10 0.69 4.20 a3.20 Oct. 24 . . . do al.91 Sept. 30. . . N.E. 26-10-3-5... a0.90 Jan. 8... S.E. 17-7-1-5 60.003 Jan. 31... Feb. 11... do S.E. 17-7-1-5.... 1 60.327 60.0067 " 27 do 60.0027 Mar. 27 . . . do 60.0031 April 23 do 60.0076 Oct. 18... do 0.0032 Jan. 8 . . . do 0.002 " 31... do 0.518 Feb. 11 S.E. 17-7-1-5 60.0022 " 27... do 60.0025 Mar. 27. . . do 60.0029 April 23 . . . do 60.0050 Oct. 18 . do . . 60.0032 Aug. 13... N.W.26-11-30-4 . 60.110 a Weir measurement. 6 Discharge reduced from gallons per 24 hrs. 182 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Miscellaneous Discharge Measurements made in Oldman River drainage basin, in 1913. — (Concluded.) Date. Hydrographer. Stream. Location. Width. Area of of Section. Mean Velocity. Discharge. ! Feel. Sq. feet. Feet per Sec.-ft. May 3... W. Turnbull .... Gold Creek S.E. 30-7-3-5 ... 24.7 18.2 2.80 51.00 July 24... R. Palmer do do ... 24.0 19.8 1.21 24.00 Aug. 16.... do do do ...1 24.5 19.8 1.41 28.00 Aug. 30 do do do ... 24.5 18.7 1.16 22.00 Sept. 17.... i do do do ... 24.0 19.1 0.91 17.40 Sept. 29 do ....... do do ...' 24.0 19.0 0.99 18.80 Oct. 23.... do do do ... 25.5 21.0 0.88 18.50 Nov. 6 do do do ... 24.0 19.3 0.95 18.40 July 14 R.H.Goodchild.. W. Turnbull Jim Creek Lyon Creek N.E. 6-15-1-S 39-7-4-5. ... a9.70 May 3.... ... 19.2 15.8 2.08 32.00 Jan. 9 H. O. Brown... . Nez-Perc Creek... N.E. 17-8-4-c 5.0 1.75 0.82 1.44 Jan. 28.... do do do ...1 2.7 1.03 1.22 1.26 Feb. 13.... do do do 1.9 0.58 1.95 1.13 Mar. 1.... do do do 2.5 0.61 0.98 0.60 " 28.... do do do 2.3 0.62 0.90 0.56 April 19 H. O. Brown. . . . Nez-Perc Creek N.E. 17-8-4-E 2.6 0.70 1.28 0.89 April 30 do do do .. 13.7 9.80 1.50 14.60 May 17.... R. Palmer do do .. 13.7 11.20 1.90 21.00 June 13 do do do .. 13.5 8.40 1.47 12.30 July 3.... do do do .. 14.2 8.10 0.87 7.10 July 22.... do do do .. 13.0 7.40 • 0.68 5.00 Aug. 15. . . . do do do .. 14.0 8.60 0.70 6.00 Aug. 29 do do do ..i 13.0 7.20 0.68 4.90 Sept. 16 do do do .. 12.5 6.00 0.66 4.00 Sept. 30 do do do .. 13.0 5.90 0.65 3.90 Oct. 24 do do do .. 13.0 7.60 0.73 5.60 Nov. 7.... do do do 14.0 8.10 0.71 5.80 Aug. 15 ... . R.H.Goodchild.. R.H.Goodchild.. do do do do 1 do do > R. Palmer Playle Creek Spring Creek do do do do do do Willow Creek S.W. 32-11-1- S.E. 16-14-2- do N.W.23-ll-3( S.E. 6-12-1-5 S.W. 7-12-1-5 N.E. 9-11-28- N.E. 27-10-3- S.W.36- 12-28 5 aO.624 July 10 a0.144 " 10.... . L . aO.060 Aug. 13 )-4 a0.219 Aug. 15 ... . aO.545 " 15 aO.764 Sept. 12 4...' aO.lOO " 30.... 5 a0.103 July 31.... -4.. 88.5 142.0 0.99 141.00 Sept. 23 do do do 87.0 83.2 0.86 71.00 Oct. 10.... do do do ..i 89.0 92.0 0.89 82.00 July 23.... do York Creek S.E. 30-7-3-5 ... 15.0 11.2 1.76 19.70 a Wetr measurement. WATERTON RIVER DRAINAGE BASIN. General Description. Waterton River rises in the northwestern portion of the state of Montana, on the eastern slope of the Rocky Mountains. It flows in a northerly direction and, passing through a chain of lakes near the International Boundary, known as Waterton Lakes, it continues in a north and easterly direction and finally empties into Belly River near Stand Off, Alberta. The topography of the basin is of a varied character, ranging from the mountainous regions of ;^Iontana to the rolUng prairie of Southern Alberta. The tributaries are mostly in the upper portion of the basin, near the International Boundary and from the west side. There is a large snow-fall in the upper portion of the basin, and the melting of this combined with heavy rains often causes big floods on this river in the early summer. There- after the river steadily decreases in volume, until the minimum is reached about mid-winter. Waterton Lakes offer a very favourable site for a storage reservoir, approximately fourteen miles long and one mile wide. The steep rocky banks of the narrows is an ideal site for the construction of a dam. The flow could be more than doubled during the summer months and used for irrigation purposes, or a power project could easily be developed. waterton river at waterton mills. This station was established on August 26, 1908, by P. M. Sander. It is located on the N.E. }{ Sec. 8, Tp. 2, Rge. 29, W. 4th Mer., about 250 feet below the river's outlet from the Lower Waterton Lake. The gauge, which is a plain staff graduated to feet and hundredths, is placed in a stilUng box at the right bank. The zero (elev. 90.51) is referred to a permanent iron bench mark (assumed elev. 100.00), situated within six feet of the gauge. The channel is wide and straight for 250 feet above and 400 feet below the station. Both banks are high, slightly wooded and -nill not overflow. The bed of the stream is rough and rockj' but is not liable to shift. The current is always rather swift at mid-stream. WATERTON RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 183 Discharge measurements are made from a cable car during high stages. In low water the stream can be waded almost across, the deep channel in the middle being taken from the cable car. The measurements are affected frequently by hea\^' winds. The points for soundings are marked by a tagged wire stretched above the cable. During 1913 the gauge was read by H. H. Hanson. Discharge Measurements of Waterton River at Waterton MiUs, in 1913. Date. Hydrographer. Width Area of Section. Mean Velocity. Gauge Height. Discharge. 8 V. Meek Feet. 120.0 55.0 68.0 73.0 286.0 303.0 298.0 286.0 287.0 283.0 270.0 210.0 235.0 230.0 54.0 112.0 Sq.-ft. 125.4 68.7 66.4 76.4 321.0 951.0 694.0 416.0 366.0 326.0 230.0 174.0 238.0 233.0 74.9 124.0 Ft. per sec. 1.15 1.46 1.64 1.55 1.65 5.19 3.57 2.38 2.12 1.90 1.45 1.21 1.60 1.16 1.56 1.25 Feet. 2.54 1.37 1.45 1.32 3.25 5.38 4.51 3.62 3.48 3.38 3.03 2.75 3.10 2.91 2.28 2.40 Sec.-ft. 144 Feb. 3 G. F. Deas 100 17 do 109 Mar. 5 do 119 May 7 F. R. Burfield 529 31 do 4,933 June 21 15 do 2,479 July do 990 30 18 do 777 Aug. do 619 Sept. 5 do 333 30 L. Danielsen do 211 Oct. 24 379 Nov 29 9 270 Dec. do 117 19 do 154 Daily Gauge Height axd Discharge of Waterton River at Waterton Mills, for 1913. Day. January. Gauge Height. Dis- charge. Febraury. Gauge Height. Dis charge. March. Gauge Height. Dis- charge, April. Gauge Height May. June. Dis- Gau ge charge. Height. Dis- charge Gauge Height Dis- charge. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Feet. 1.956 1.95 1.93 1.91 2.15a 2.35a 2.54 2.33 2.27 2.13 2.05 1.93 2.23 2.05 1.93 1.92 1.90 1.88 1.85 1.87 1.80 1.83 1.85 1.78 1.67 1.56 1.55 1.55 1.47 1.46 1.46 Sec.-ft. 122 122 121 120 128 134 144 133 131 127 124 121 130 124 121 121 120 120 119 119 118 119 119 118 115 113 113 113 111 111 111 Feet. 1.48 1.48 1.37 1.36 1.34 1.28 1.26 1.26 1.26 1.19 1.29 1.29 1.30 1.30 1.32 1.35 1.45 1.45 1.46 1.48 1.52 1.51 0.51 1.51 1.50 Sec.-ft. 112 112 109 109 109 108 107 107 107 106 108 108 108 108 108 109 111 111 111 112 112 112 112 112 112 112 112 111 Feet. 1.46 1.45 1.43 1.42 1.43c 1.31 1.36 1.38 1.36 1.34 1.33 1.33 1.32 1.31 1.29 1.40 1.38 1.40 1.41 1.42 1.44 1.46 1.48 1.46 1.44 1.57 1.56 1.54 1.53 1.52 1.51 Sec.-ft. Ill 111 111 110 111 108 109 110 109 109 lOS 109 108 108 108 110 110 110 110 110 m 111 112 111 111 113 113 113 113 112 112 Feet. 1.60 1.60 1.59 1.59 1.65 1.71 1.72 1.72 1.72 1.73 2.41 2.56 2.64 2.75 3.37 3.50 3.56 3.58 3.57 3.55 3.58 3.54 3.48 3.48 3.44 Sec.-ft. 114 114 114 114 115 116 116 116 116 117 118 120 123 127 130 136 146 162 200 640 780 852 876 864 840 876 828 758 758 114 Feet. 3.46 3.40 3.36 3.32 3.29 3.30 3.25 3.27 3.28 3.31 3.38 3.44 3.50 3.57 3.65 3.69 3.66 3.68 3.68 3.65 3.67 3.77 3.95 4.14 4.37 4.61 5.02 5.39 5.45 5.40 5.38 Sec.-ft. 733 670 630 590 561 570 525 543 552 580 650 714 780 864 965 1,017 978 1,004 1,004 965 991 1,128 1,400 1.722 2,172 2,709 3,779 4,970 5,185 5.005 4,935 Feet. 5.27 5.19 5.12 5.07 5.13 5.16 5.19 5.10 5.06 4.95 4.87 4.73 4.61 4.42 4.41 4.60 4.51 4.43 4.37 4.33 4.29 4.41 4.61 4.65 4.69 4.58 Sec.-ft. 5,149 5,041 4,970 4,725 4,556 4,292 4,077 3,926 4,108 4,201 4.294 4,015 3,897 3,580 3,361 3,000 2,709 2,279 2,257 2,685 2,478 2,301 2,172 2,088 2,006 2,257 2,709 2,805 2,901 2,636 a Gauge height interpolated. b-c Discharge estimated from ice conditions curve. 184 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Waterton near Waterton Mills, for I^IZ.— {Concluded). July. August. September. October. November. December. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- Dis- 1 Feet. AAl 4.38 4.30 4.20 4.14 4.08 4.04 3.98 3.94 3.90 3.86 3.81 3.77 3.71 3.62 3.58 3.51 3.47 3.45 3.43 3.42 3.42 3.41 3.41 3.46 3.56 3.55 3.52 3.50 3.48 3.48 Sec.-ft. 2,389 2,193 2,025 1,830 1.722 1,616 1,548 1,448 1,384 1,320 1,260 1,185 1,128 1,044 926 876 792 747 725 703 692 692 681 681 736 852 840 804 780 758 758 Feet. 3.45 3.42 3.37 3.36 3.35 3.34 3.32 3.39 3.47 3.52 3.59 3.59 3.59 3.57 3.46 3.40 3.34 3.38 3.37 3.36 3.34 3.33 3.32 3.29 3.27 3.26 3.22 3.16 3.12 3.07 3.10 Sec.-ft. 725 692 640 630 620 610 590 660 747 804 888 888 888 876 736 670 610 650 640 630 610 600 590 561 543 534 498 448 416 379 400 Feet. 3.09 3.11 3.08 3.06 3.03 3.03 3.02 3.02 3.01 3.00 2.97 2.94 2.92 2.90 2.87 2.83 2.79 2.80 2.80 2.77 2.76 2.79 2.83 2.80 2.78 2.76 2.75 2.74 2.72 2.75 Sec.-fl. 398 408 386 372 351 351 344 344 337 330 312 294 282 270 255 235 216 220 220 208 204 216 235 220 212 204 200 196 188 200 Feet. 2.75 2.75 2.74 2.73 2.73 2.74 2.91 2.89 2.87 2.86 2.95 3.02 3.10 3.15 3.23 3.21 3.24 3.22 3.20 3.18 3.17 3.16 3.14 3.10 3.18 3.27 3.27 3.25 3.23 3.20 3.15 Sec.-ft. 200 200 196 192 192 196 276 265 255 250 300 344 400 440 507 489 516 498 480 464 456 448 432 400 464 543 543 525 507 480 440 Feet. 3.10 3.04 3.02 3.00 2.85 2.92 2.82 2.81 2.80 2.82 2.81 2.80 2.80 2.83 2.82 2.80 2.71 2.77 2.82 2.90 3.04 3.12 3.02 2.91 2.85 2.77 2.67 2.87 3.00 2.93 Sec.-ft. 400 358 344 330 245 282 230 225 220 230 225 220 220 235 230 220 184 208 230 270 358 416 344 276 245 208 171 255 330 288 Feet. 3.07 3.10 3.15 2.97 2.92 3.00 2.70 2.60 2.25 2.36 2.43 2.47 2.48 2.50 2.43 2.38 2.42 2.38 2.40 2.42 2.45 2.43 2.39 2.36 2.33 2.31 2.29 2.28 2.27 2.25 2.24 Sec.-ft. 379 2 400 3 440 4 312 5 282 6 I-::::::. 330 180 160 9 130 10 134 11 12 13 14 15 16 17 18 19 20 21 22 23 24 136 138 139 140 136 134 136 134 135 136 137 136 135 134 25 26 27 28 29 30 31 133 132 132 131 131 130 130 Monthly Discharge of Waterton River at Waterton Mills, for 1913. (Drainage area 214 square miles). Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. 144 112 113 876 5.185 5,149 2,389 888 408 543 416 Ill 106 108 114 525 2,006 681 379 188 192 171 121 110 110 373 1,577 3,383 1,133 638 273 384 267 179 0.565 0.514 0.514 1.740 7.370 15.800 5.290 2.980 1.280 1.790 1.250 0.836 0.767 0.535 0.593 1.940 8.500 17.600 6.100 3.440 1.430 2.060 1.400 0.960 7,440 6.104 6,764 22,195 96,966 201.301 69,665 39.229 16.245 October . 23,611 15,888 440 130 11,006 45.32 516,419 CROOKED CREEK NEAR AVATERTON MILLS. This station was established September 15, 1909, by H. C. Riteliio. It was at first located on the S.E. % See. 22, Tp. 2, Rge. 29, W. 4th Mer., but as, an observer could not be secured at this point, it was moved on June 15, 1911, by L. J. Gleeson to a point 250 feet from Ernest Allred's house on the S.W. H See. 23, Tp. 2, Rge. 29, W. 4th Mer. It was again moved on October 15, 1912, by G. F. Deas to the S.W. 'A Sec. 22, Tp. 2, Rge. 29, W 4th Mer. WATERTON RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 185 The gauge, which is a plain staff graduated to feet and hundredths, is securely faste- ned to the right bank. The zero of the gauge (elev. 89.48) is referred to a permanent iron bench mark (assumed elev. 100.00), located on the right bank 25 feet from the gauge. The old bench mark is at elevation 101.58 referred to the present system of levels. The stream flows in one channel at all stages. It is straight for 50 feet above and 100 feet below the station. The right bank is clean and not liable to overflow. The left bank is covered with brush and may overflow in extreme high water. Discharge measurements are made by wading, 30 feet downstream from the gauge. The initial point for soundings is at a stump of a small tree on the left bank. During flood periods the stream cannot be waded at this point but gaugings can be made at a bridge about 1 14 miles downstream. This stream is subject to sudden rises in stage due to rains and it is probable that the figures for the total run-off are slighly lower than they should be. During 1913, the gauge was read by Frank Rowe. Discharge Measurements of Crooked Creek near Waterton Mills, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge . May June 8 F. R. Burfield Feet. 17 12 16 17 15 16 15 16 Sg.-ft. 18.6 23.1 18.6 13.3 12.0 13.0 9.3 12.0 Ft. persec. 1.41 2.03 1.12 0.70 0.68 0.85 0.40 0.74 Feet. 2.21 2.44 2.08 1.80 1.75 1.83 1.60 1.78 Sec.-ft. 26.4 1 do 46.9 20 do 20.9 July Aug. 16 G. H. Whvte 9.3 2 ... F. R. Burfield 8.2 16 do 11.0 Oct. 1 24 3.8 do 8.9 Daily Gauge Height and Discharge of Crooked Creek near Waterton Mills, for 1913. D.\Y. May. June. July. August. September. October. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height Dis- charge . 1 . Feet. Sec.-ft. Feet. 2.44 2.43 2.38 2.32 2.30 2.30 2.28 2.24 2.23 2.21 2.21 2.20 2.23 2.19 2.14 2.10 2.08 2,06 2?03 2.08 2.07 2.01 2.00 1.96 1.94 2.19 3.00 3.05 2.65 2.36 Sec.-ft. 47.0 46.0 42.0 37.0 35.0 35.0 33.0 ,31.0 30.0 29.0 29.0 28.0 30.0 28.0 24.0 22.0 21.0 20.0 18.5 21.0 20.0 17.5 17.0 15.4 14.6 28.0 120.0 127.0 71.0 40.0 Feet. 2.30 2.18 2.10 2.07 2.05 2.01 1.93 1.90 1.89 1.88 1.90 1.87 1.85 1.84 1.84 1.80 1.78 1.76 1.74 1.73 1.74 1.73 1.73 1.73 1.71 2.34 2.03 1.90 2.00 1.95 1.84 .Sec.-ft. 35.0 27.0 22.0 20.0 19.5 17.5 14.2 13.0 12.6 12.2 13.0 11.8 11.0 10.7 10.7 9.5 8.9 8.4 7.8 7.5 7.8 7.5 7.5 7.5 7.0 38.0 18.5 13.0 17.0 15.0 10.7 Feet. 1.77 1.75 1.73 1.73 1.72 1.69 1.66 1.81 2.03 2.45 2.21 2.00 1.95 1.91 1.85 1.83 1.83 1.84 1.79 1.75 1.72 1.70 1.67 1.65 1.63 1.63 1.63 1.63 1.62 1.6^ 1.64 Sec.-ft. 8.7 8.1 7.5 7.5 7.3 6.4 5.6 9,8 18.5 48.0 29.0 17.0 15.0 13.4 11.0 10.4 10.4 10 . 7 9.2 8.1 7.3 6.7 5.9 5.3 4.7 4.7 4.7 4.7 4.5 5.3 5.0 Feet. 1.70 1.68 1.65 1.67 1.63 1.63 1.63 1.63 1.62 1.61 1.60 1.60 1.58 1.58 1.58 1.56 1.56 1..5.6 1.58 1.58 1.58 1.69 1.71 1.72 1.72 1.67 1.63 1.60 1.60 1.58 Sec.-ft. 6.7 6.1 5.3 5.9 4.7 4.7 4.7 4.7 4.5 4.2 3.9 3.9 3.3 3.3 3.3 2.8 2.8 2.8 3.3 3.3 3.3 6.4 7.0 7.3 7.3 5.9 4.7 3.9 3.9 3.3 Feet. 1.60 1.58 1.60 1.67 1.72 1.80 1.82 1.85 1.76 1.67 1.72 1.88 1.93 2.19 2.04 1.97 1.90 1.80 1.89 1.82 1.87 1.87 1.86 1.78 1.77 1.77 1.80 1.80 1.78 1.82 1.84 Sec.-ft. 3.9 2 3.3 3 3.9 4 5 6.... 7 2.27 2.26 2.24 2.28 2.21 2.32 2.29 2.28 2.28 2.27 2.24 2.23 2.24 2.27 2,74 2.72 2.55 2.47 2.38 2.31 2.37 2.41 2.43 2.48 2.53 2.55 2.53 2.47 a33 32 31 33 29 37 34 33 33 33 31 30 31 33 84 81 59 50 42 36 41 44 46 51 56 59 56 50 5.9 7.3 9.5 10.1 8 11.0 9 8.4 10 11 12 13 14 5.9 7.3 12.2 14.2 28.0 15 19.0 16 15.8 17 13.0 18 9.5 19 12.6 20 10.1 «l 1 ; . 21 11.8 22 11.8 23 11.4 24 8.9 25 8.7 26.. 8.7 27 9.5 28 29 30 31 9.5 8.9 10.1 10.7 a Observations commenced. 186 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Monthly Discharge of Crooked Creek near Waterton Mills for 1913. (Drainage area 20 square miles). Discharge in Second-Feet. Run Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. May (4-31) 84.0 127.0 38.0 48.0 7.3 28.0 29.0 14.6 7.0 4.7 2.8 3.3 43.10 35.90 14.30 10.30 4.50 10.40 2.160 1.800 0.715 0.515 0.228 0.520 2.250 2.010 0.824 0.594 0.255 0.600 2 394 June 2 136 July 879 August 633 September 272 October 640 The period 6.533 6,954 Miscellaneous Discharge Measuremen,ts of Waterton River drainage basin, in 1913 Date. Hydrographer. Stream. Location. Width. Area of Section. Mean Velocity. Discharge. July 31.... Aug. 18.... Sept. 5 Aug. 20 " 20.... " 21.... F. R. Bui-field. .. do do do do do do do do do do Blakiston Brook. . . do do Cottonwood Creek. Drywood Creek Foothill Creek Oil Creek N.E. 30-1-29-4... do do S.W.21-2-2.9-4.. N.W.18-4-29-4 .. N.E. 29-4-29-4... Feet. 33.5 35.0 28.0 17.5 27.0 Sq. fee . 38.0 40.0 34.0 10.8 25.6 Feet per sec. 2.50 2.11 1.42 0.79 1.51 Sec.-ft. 95.0 85.0 49.0 8.4 39.0 0.005 Aug. 1 . . . . S.W. 23-1-30-4... do do N.W.21-3-29-4 .. S.E. 18-4-29-4. . . 45.0 44.0 43.0 16.5 S8.0 46.6 36.8 39.0 7.8 30.0 i.59 1.54 1.47 1.98 1.47 73.0 " 19.... do 57.0 Sept. 6 do 58.0 Aug. 20 " 20.... Pine Creek Yarrow Creek 15.5 44.0 BELLY RIVER DRAINAGE RIVER BASIN. General Description. Belly River rises near Chief Mountain in northern Montana. The main stream is aug- mented on the United States side of the boundary line by Middle Fork and on the Cana- dian side by North Fork. From the junction with North Fork on Sec. 21, Tp. 1, Rge. 28, W. 4th Mer., the river flows in a winding, but northeasterly course until it is joined by Oldman River in Sec. 27, Tp. 9, Rge. 23, W. 4tli Mer., where it turns southeasterly, and after making a loop flows in a north and easterly direction until it joins Bow River in Sec. 27, Tp. 11, Rge. 13, W. 4th Mer., and forms the South Saskatchewan River. The topography of the basin is of the most varied character, ranging from the mountai- nous regions of Montana and the rolling prairie and foothills at the boundary to the level prairie which extends from Lethbridge to the junction with the Bow River. The upper tri- liutaries drain a forested region; the main stream flows through a deep valley with many clumps of large whitewood on its banks. There is an abundant sno\\'fall in the upper portion of the basin, but the precipitation diminishes into semi-arid conditions near Lethbridge. At first Belly River is a comparatively clear stream but soon after crossing the boundar}^ line it gradually becomes turbid, especially at the times of high water. The greater portion of the sediment is caused by the washing away of banks and cutting of new channels. Freshets caused by melting snow and heavy rains are frequent in the summer. The maximum flow usuallj^ occurs in June or July and after that the flow gradually decreases until it reaches the minimum in January or Februarj'. As yet very little use has been made of the water in this basin. In the upper regions* where water could easily be diverted, it is not required for irrigation purposes and farther downstream it would be an expensive undertaking. There are a couple of small private irrigation schemes diverting water from this river, and the city of Lethbridge receives its domestic supply from the same source. BELLY RIVER DRAINAGE BASIN 187 SESSIONAL PAPER No. 25c The Canadian Pacific Railway Company have located and may construct a canal from BeUy River to supply their irrigation system, if St. INIary River is found deficient. A survey and estimate of the cost of this proposed canal were made by the Government during 1912, and a copy of the report may be seen in the report of the Commissioner of Irrigation for 1912. There are" also a number of feasible power sites in the upper regions which will no doubt be developed when there is a market. BELLY RIVER NEAR MOUNTAIN VIEW. This station was established on November 1, 1911, by H. R. Carscallen. It is situated in the X.E. K Sec. 5, Tp. 2, Rge. 28, W. 4th Mer., and is six miles southwest of Mountain View P. 0. The gauge, which is a plain staff graduated to feet and hundredths, is spiked to a post sunk in the bed of the stream at the right bank. The zero (elev. 88.16) is referred to a perma- nent iron bench mark (assumed elev. 100.00), situated beneath the centre of the cable support on the right bank. The channel is straight for 250 feet above the station and for 350 feet below. The bed is composed of gravel and sand. The right bank is high, slightly wooded, and will not overflow except during extreme high water. The left bank is low, quite well wooded, and will overflow. Discharge measurements are made from a cable car, bj^ means of a current meter and staj' wire. The initial point for soundings is a spike driven into the downstream cable support on the left bank, and the points for soundings are marked by red paint on a measuring wire. During 1913, the gauge was read bj' J. N. West. Discharge Measurements of Belly River near Mountain View, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge . Jan. Feb. 9 V. Meek Feet. 47 40 40 40 84 105 105 99 93 92 93 88 85 87 Sq.-ft. 41.4 44.4 31.2 25.3 218.0 461.0 488.0 350.0 292.0 277.0 272.0 241.0 212.0 216.0 Ft. per sec. 1.56 1.63 1.29 1.45 1.12 4.13 3.96 2.88 1.85 1.91 1.69 1.16 0.76 0.84 Feet. 1.88 2.05 1.98 1.87 2.18 4.52 4.53 3.48 2.85 2.84 2.76 2.39 2.02 2.18 Sec.-ft. 64.4 4 G. F. Deas 72.0 18 do 40.2 6 9 do 37.1 F. R. Burfield 244.0 30 do 1906.0 June 2 do 1929 . 0 19 do 1006.0 July 14 G. H. Whyte 541.0 29 15 F. R. Burfield 528.0 do 460.0 Sept. 4 do 279.0 Oct. 2 162.0 23 do 182.0 No. 25e.— 13 188 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Belly River near Mountain View, for 1913. January. February. March. April. May. June. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feel. 2.00a 1.96 1.90 i.as 1.55 1.65 2.10 2.00 1.97 2.10 2.00 2.13 2.15 2.15 2.17 2.20 2.15 2.10 2.10 2.15 1.85 1.78 1.60 1.65 1.60 1.65 1.65 1.85 2.00 2.00 2.01 Sec.-ft. 69 68 67 67 67 66 65 65 65 65 64 63 63 62 61 58 56 56 56 56 58 61 64 68 72 75 77 78 79 79 78 Feet. 2.02 2.03 2.01 1.92 1.93 1.90 1.87 1.92 1.93 i;76 Sec.-ft. 78 77 75 72 68 64 59 59 59 60 59 61 63 62 58 52 47 41 39 39 40 40 39 39 38 36 35 34 Feet. 1.72 ■'i;78' i.'75' "'i.so' 1.75 "lies' 1.60 "i.'75' "iAe ■■2.o6" Sec.-ft. 34 34 35 36 37 37 37 39 42 48 58 61 61 61 60 58 57 55 54 54 54 57 57 57 57 58 60 62 67 72 77 Feel. 2.15 2.05 2.00 1.95 1.99 2.03 1.99 1.96 1.98 1.90 1.97 2.04 2.00 2.15 2.21 2.28 2.35 2.35 2.35 2.40 2.53 2.55 2,53 2.50 2.77 3.03 2.71 2.40 2.38 2.35 Sec.-ft. 81 84 86 87 87 87 87 89 91 6110 149 164 156 189 205 236 260 260 260 280 342 352 342 326 479 662 442 280 272 260 Feet. 2.33 2.30 2.28 2.25 2.20 2.20 2.19 2.10 2.18 2.42 2.44 2.52 2.65 2.69 2.70 2.72 2.68 2.77 2.76 2.72 2.72 2.87 3.22 3.46 3.62 3.92 4.32 4.62 4.62 4.45 4.49 Sec.-ft. 253 242 236 22)6 202 202 199 177 197 289 298 336 407 430 436 448 424 479 472 448 448 546 805 890 1.119 1,379 1.738 2,008 2,008 1,855 1,891 Feet. 4.49 4.53 4.49 4.39 4.29 4.24 4.09 4.11 4.23 4.29 4.39 4.22 4.09 4.00 3.84 3.63 3.49 3.45 3.58 3.77 3.64 3.47 3.41 3.49 3.54 3.69 4.24 4.14 4.04 3.84 Sec.-ft. 1,891 2 1,927 3 1,891 4 1,801 5 1.711 6 1,666 7 1,531 8 1,549 9 1,657 10 11 1,711 1,801 12 1,648 13 1,531 14 1,450 15 1,308 16 1,127 17 1,013 18 982 19 1.045 20 21 22 23 24 25 26 27 28 29 . . 1,247 1.136 998 951 1,013 1.053 1,178 1,666 1,576 1,486 30 1.85 1.308 31 a-b Ice conditions, discharges estimated. BELLY RIVER DRAINAGE BASIN 189 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Belly River near jSIountain View, for 1913. ^Concluded). Day. July. August. September. October. November. December. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Heignt. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge 1 2 Feel. 3.64 3.57 3.44 3.30 3.24 3.22 3.20 3.19 3.18 3.19 3.20 3.14 3.04 2.85 2.75 2.64 2.64 2.71 2.65 2.69 2.71 2.78 2.77 2.75 2.76 3.01 2.97 2.76 2.81 2.77 2.71 Sec.-fl. 1.136 1.077 974 866 820 805 790 782 775 782 790 745 671 532 466 401 401 442 407 430 442 485 479 466 472 648 619 472 505 479 442 Feet. 2.66 2.68 2.71 2.71 2.71 2.68 2.65 2.65 3.16 3.06 2.94 2.85 2.76 2.71 2.69 2.69 2.66 2.55 2.46 2.39 2.36 2.36 2.36 2.41 2.41 2.41 2.41 2.41 2.41 2.39 2.36 Sec.-ft. 413 424 442 442 442 424 407 407 760 685 597 532 472 442 430 430 413 352 307 276 264 264 264 284 284 284 284 284 '284 276 264 Feel. 2.36 2.29 2.26 2.39 2.35 2.30 2.30 2.30 2.25 2.25 2.25 2.15 2.15 2.10 2.10 2.10 2.07 2.05 2.05 2.05 2.02 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.01 Sec.-ft. 264 239 229 276 260 242 242 242 226 226 226 189 189 177 177 177 170 166 166 166 160 156 156 156 156 156 156 156 156 158 Feel. 2.05 2.07 2.11 2.10 2.12 2.13 2.00 2.07 2.06 2.04 2.20 2.30 2.50 2.53 2.47 2.42 2.38 2 30 2.24 2.21 2.18 2.15 2.18 2.17 2.18 2.20 2.18 2.15 2.14 2.10 2.08 Sec.-ft. 166 170 179 177 182 184 156 170 168 164 202 242 326 342 312 289 272 242 223 205 197 189 197 194 197 202 197 189 187 177 173 Feet. 1.99 2.02 1.99 2.04 2.04 2.02 1.99 1.99 1.99 2.01 2.04 2.05 2.05 2.04 2.04 2.05 2.05 2.05 2.05 2.05 2.07 2.07 2.05 2.04 1.99 1.94 1.94 1.95 1.94 1.94 Sec.-ft. 154 160 154 164 164 160 154 154 154 158 164 166 166 164 164 166 166 166 166 166 170 170 166 164 154 145 145 147 145 145 Feel. 1.84 1.78 1.76 1.78 1.84 1.94 1.94 2.14 2.14 1.79 1.73 1.73 1.79 1.79 1.94 1.94 1.89 1.89 1.69 1.69 1.94 1.94 1.95 1.94 2.04 2.04 2.14 2.14 2.14 2.12 2.13 Sec.-ft. . 274 4 266 5 261 6 261 7 265 8 267 9 268 10 267 11 265 12 261 13 252 14 241 15 228 16 250 17 245 18 220 19 180 20 164 21 22 125 85 23 63 24 69 25 75 26 85 27 98 28 111 29 127 30 145 31 130 d to c Ice conditions. Monthly Discharge of St. Mary River at Whitney's Ranche, for 1913. ■ (Drainage area 1,394 square miles). Discharge in Second Feet. Rxw-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. 140 133 353 1,600 5,450 5,934 3,558 1,350 588 860 780 289 62 62 107 460 1,025 2,730 1,110 560 160 46 296 63 87.6 108.0 201.0 1.224.0 2,002.0 4,163.0 1,859.0 942.0 339.0 632.0 638.0 197.0 0.063 0.077 0.144 0.878 1.440 2.990 1.330 0.676 0.243 0.382 0.386 0.141 0.07 0.08 0.17 0.98 1.66 3.34 1.53 0.78 0.27 0.44 0.43 0.16 5.386 February , . 5,998 12,359 72.838 May 123.100 247.715 July 114.305 57.921 20,172 32.711 32,013 12,113 9.91 736.631 i MILK RIVER DRAINAGE BASIN 217 SESSIONAL PAPER No. 25c Miscellaneous Discharge Measurements of St. Mary River drainage basin, in 1913. Date. Hydrographer. Stream. Location. Width. Area of of Section. Mean Velocity. Discharge. May 28.... July 19.... Oct. 20.... Nov. 3 . . . . F. R. Burfield... do L. Danielsen. . . do Boundan' Creek. . . St. Mary River... . do do N.E. 27-1 -26-4.. S.W. 11-3-25-4... do do Feet. 15.5 86.0 77.0 74.0 Sq. feet. 22 .S 351.0 322.0 292.0 Feet per sec. 2.02 3.24 1.77 1.55 Sec.-fl. 46 1137 570 452 MILK RIVER DRAINAGE BASIN. General Description. Milk River rises on the eastern slope of the foothills in the Blaekfoot Indian Reserve in the United States. Its headwaters run do-^\Ti in two main streams which are kno^\Ti, after entering Canada, as the north and south branches. The north branch runs in a northeasterly^ direction through the Blaekfoot Resei-ve for a distance of about 15 miles and then enters Ca- nada near the quarter mound on the south side of Section 3, Township 1, Range 23, West of the Fourth ^leridian. From the international boundary the stream continues in a northeaster- ly direction for about nine miles, when it bends to the east and runs in an easterly' direction through the second tier of townships to its junction with the south branch at the centre of Section 20, Township 2, Range 18, West of the Fourth Meridian. The south branch runs to the south and east of, and parallels the north branch for a distance of about 48 miles, as the crow flies, through the Blaekfoot Reserve, and then enters Canada near the quarter mound on the south side of Section 1, Township 1, Range 20, West of the Fourth ^Meridian. From the international boundary it runs in a northeasterly direction to its junction with the north branch. From the junction of the two branches Milk River runs in an easterly direction through the second tier of townships in Canada to the east boundary of range 7. From this point the river runs in a southeasterly direction to its first point of crossing the international boundary intotheUnitedStates. This first point of crossing is near the quarter mound on the south side of Section 3, Township 1, Range 5, West of the Fourth Meridian. From this point the river meanders in an easterly direction through Canada and United States to a point on the international boundary about 900 feet west of the east boundary of Section 1, Townsliip 1, Range 5, West of the Fourth Meridian, where it finally crosses into the United States. This point is known as the "Eastern Crossing", The length of the course of Milk River in Canada from the western crossing of the north branch to the eastern crossing is 179 miles. The length of the course of the south branch in Canada is 20 miles. Throughout its course in Canada from the western crossing of the north branch to the eastern crossing, IMilk River runs through a well defined valley bordered on each side by a range of hills. The whole of its watershed in Canada is bald prairie land. The river receives a number of small tributary creeks along its course, all of which discharge a considerable volume of water during the spring freshets; usually they all dry up by about July 1, and have no considerable discharge again until late in the fall, when some of them have a small flow for perhaps a month before the freeze up. The general conditions of flow in the river are such as are typical of all rivers which have a watershed devoid of tree growth; that is, it is subject to extreme floods during the freshet period and to correspondinglj' low flow during the summer months. From its headwaters to the eastern crossing the total area of the watershed of INIilk River is 2,448 square miles. Of this total amount 1,645 square miles are in Canada and 803 square miles in the United States. NORTH BRANCH OF MILK RIVER NEAR PETERS RANCHE. This station was established by P. M. Sander and F. H. Peters on July 21, 1909. It was located on the N.E. ,'^ Sec. 13, Tp. 1, Rgo. 23, W. 4th Mer., but on the installation of an automatic gauge on this stream in May 1913 the gauge was re-located on the N.E. '^ See. 11, Tp. 1, Rge. 23, W. 4th Mer., which is about six miles by trail from Taylorville P. O. and 14 miles from KimbaU. The gauge, which is of the Stevens Continuous type, is installed in a shelter and stilling box on the left bank of the stream. Staff gauges are also installed inside and outside the shelter. The zero of the gauge (elev. 93.58) is referred to a permanent iron bench mark (assumed elev. 100.00) located a few feet upstream from the shelter on the left bank. 218 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 The stream flows in one channel which is slightly curved at the gauge. The left bank is high but the right might overflow in flood stages. The bed of the stream is of clay and gravel and is not liable to shift. Discharge measurements are made at all stages except flood, by wading about 100 yards downstream. During flood stages a small foot bridge some 300 yards below, or the cable and car at the old station may be used. During 1913, Wm. Wheeler made daily observations at the lower station first and then on the rod outside the shelter as a check on the automatic gauge. Discharge Measurements of North Branch of Milk River near Peter's Ranche, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity . Gauge Height. Discharge. May 2 F. R. Burfield Feet. 30.0 31.0 31.0 29.5 32.0 31.5 31.0 20.5 20.0 30.0 20.0 20.0 23.5 30.0 19.0 24.0 20.0 18.0 Sg.-ft. 33.6 36.0 34.0 23.4 23.0 22.4 34.8 21.9 20.9 20.0 23.0 20.9 18.0 21 15.2 20.6 11.8 11.8 Ft. per sec. 1.47 2.28 1.94 1.51 1.30 1.30 2.19 0.99 1.04 1.10 1.19 0.87 0.95 1.10 1.80 0.98 1.24 1.19 Feet. 2.05 2.32 2.24 1.84 1.87 1.84 2.31 1.77 1.77 1.80 1.84 1.74 1.74 1.84 1.81 1.76 1.69 2.12 Sec. fl. 49.2 20 W. A. Lamb (U.S.G.S. ) F. R. Burfield 82.0 • < 23 66.0 June 7 do 35.4 14 R. R. Randall (U.S.G.S.) F. R. Burfield 30.0 II 24 29.0 1. 26 do 76.2 July 9 do 21.7 23 do 21.8 II 28 W. A. Lamb (U.S.G.S.) F. R. Burfield 22.0 Atig. 11 27.3 29 do 18.3 Sept. Oct 13 W. A. Lamb (U.S.G.S.) W. A. Lamb (U.S.G.S.) J, E. Degnan 17.1 25 23.0 Nov. Dec 25 27.3 6 do 20.2 17 do 14.6 II 31 do 14.1 u MILK RIVER DRAINAGE BASIN 219 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of North Branch of Milk River near Peter's Ranche, for 1913. January. February. March. April. May. June. Day. Gauge Height Dis- charge. Gauge Height. Dis- charge. Gauge Height Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis charge. Feet. Sec.-ft. Feet. Sec.-ft. Feet. Sec.-ft. Feet. Sec.-ft. Feet. Sec.-ft. * Feet. Sec.-ft. 1 2 3 2.58 2.62 2.63 2.60 2.69 ol2.6 13.0 13.0 12.8 13.5 3.18 3.17 3.24 3.34 3.38 17.4 17.4 17.9 18.7 19.0 3.69 3.66 3.68 3.71 3.82 22 21 21 22 23 4.02 4.07 4.06 4.13 4.43 c24 32 40 48 56 2.03 2.05 2.12 2.02 2.01 e46 48 56 45 44 2.04 2.01 2.00 2.00 1.96 47 44 43 4 5. 43 39 6 7 8 9 2.66 2.52 2.46 2.39 2.33 13.3 12.2 11.7 11.1 10.6 3.42 3.44 3.42 3.36 3.29 19.4 19.5 19.4 18.9 18.3 4.03 4.64 5.26 5.41 5.22 24 29 34 35 34 .4.55 4.85 4.96 4.76 4.85 64 72 80 90 100 1.99 2.07 2.04 1.98 2.00 42 51 47 41 43 1.95 1.95 1.96 1.95 1.99 38 38 39 38 10 42 11 12 13 14 15 2.11 2.24 2.30 2.64 2.65 8.9 9.9 10.4 13.1 13.2 3.32 3.32 3.35 3.37 3.40 18.6 18.6 18.8 19.0 19.2 5.05 4.546 4.04 4.036 4.016 32 28 24 24 24 5.26 5.74 5.48 5.03 3.97 140 180 220 c278 dm 2.15 2.14 2.13 2.08 2.07 59 58 57 52 51 1.96 1.98 1.90 1.89 1.87 39 41 33 32 30 16 17 18 2.70 2.68 2.70 2.78 2.32 13.6 13.4 13.6 14.2 10.6 3.73 4.21 4.25 4.28 4.28 22.0 26.0 26.0 26.0 26.0 3.996 3.976 3.956 3.936 3.916 24 24 24 23 23 3.07 2.99 2.84 2.78 2.76 93 87 76 72 70 2.15 2.32 2.40 2.44 2.32 59 79 88 93 79 1.85 1.84 1.84 1.88 2.08 28 27 27 19 31 20 52 21 22 23 24 25 2.26 2.32 2.41 2.56 2.59 10.1 10.6 11.3 12.5 12.7 4.29 4.22 4.04 3.90 3.52 26.0 26.0 24.0 23.0 20.0 3.896 3.87 3.84 3.82 3.83 23 23 23 23 23 2.50 2.21 2.10 2.01 2.07 54 39 35 31 34 2.28 2.29 2.23 2.18 2.17 74 75 68 63 62 1.91 1.85 1.85 1.84 1.95 34 28 28 27 38 26 27 28 29 2.75 2.84 2.89 2.92 3.06 3.09 14.0 14.7 15.1 15.4 16.5 16.7 3.76 3.73 3.73 22.0 22.0 22.0 3.83 3.87 3.94 3.99 3.90 3.90 23 23 24 24 23 23 2.04 2.01 1.98 1.98 2.00 32 31 30 30 dZl 2.18 2.18 2.16 2.20 2.08 2.05 63 63 61 65 52 48 2.10 2.25 2.29 2.11 2.11 54 71 75 55 30 /55 31 (a) ic) Jan. 1 to April 13 ice conditions; discharge estimated. (c) April 14 Stream clear of ice. (a) (rf) Jan. 1 to April 30 records from station N. E. 13-1-23-4. ie) CO May 1 to June 30 records from station N.E. 11-1-23-4. (b) Gauge heights interpolated. No. 25c. — 1.5 220 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of North Branch of Milk River near Peter's Ranche, for 1913. Day. July. Gauge Dis- Height. charge. Feet. Sec.-ft. 1.99 42.0 1.89 32.0 1.83 26.0 1.88 31.0 1.86 29.0 1.80 24.0 1.78 22.0 1.74 18.7 1.77 21.0 1.75 19.5 1.81 25.0 1.81 25.0 1.78 22.0 1.76 20.0 1.76 20.0 1.76 20.0 1.75 19.5 1.74 18.7 1.74 18.7 1.73 17.9 1.73 17.9 1.74 18.7 1.77 21.0 1.74 18.7 1.78 22.0 2.02 45.0 1.88 31.0 1.80 24.0 1.80 24.0 1.82 26.0 1.77 21.0 August. Gauge Height. Dis- charge. September. Gauge Height. Dis- October. Gauge charge. Height. Dis- charge. November. Gauge Height. Dis- charge. December. Gauge Height. Dis- charge. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Feet. 1.74 1.73 1.74 1.74 1.74 1.73 1.72 1.84 2.03 1.84 1.84 1.80 1.78 1.81 1.79 1.78 1.79 1.83 1.80 1.79 1.77 1.75 1.75 1.74 1.74 1.74 1.74 1.73 1.74 2.15 2.22 Sec.-ft. 18.7 17.9 18.7 18.7 18.7 17.9 17.0 27.0 46.0 27.0 27.0 24.0 22.0 25.0 23.0 22.0 23.0 26.0 24.0 23.0 21.0 19.5 19.5 18.7 18.7 18.7 18.7 17.9 18.7 24.0 g26.0 Feet. 2.15 2.12 2.11 2.11 2.10 2.10 2.09 2.08 2.07 2.07 1.99 2.00 1.99 2.00 1.98 1.99 2.15 1.94 1.89 1.82 1.75 1.75 1.75 1.75 1.80 Sec.-ft. 24.0 24.0 23.0 24.0 24.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 26.0 26.0 27.0 26.0 27.0 /;34.0 37.0 32.0 25.0 Feet. 1.87 1.86 1.86 1.87 1.87 1.87 1.87 1.88 1.89 1.90 1.92 2.25 2.09 1.98 1.90 .89 24.0 1. 1 1.88 1.84 1.84 1.80 1.81 1.79 1.80 1.79 1.78 1.77 1.80 1.80 1.80 1.98 Sec.-ft. 30 29 29 30 30 30 30 31 32 33 35 71 53 41 33 31 32 31 27 27 24 25 23 24 23 22 21 24 24 24 41 Feet. 1.83 1.84 1.90 1.95 1.82 1.81 1.80 1.80 1.80 1.79 1.80 1.78 1.90 2.01 1.90 1.78 1.77 1.77 2.04 1.94 1.84 1.86 1.83 1.80 1.79 1.84 1.83 1.82 1.80 1.79 Sec.-ft. 26 27 33 38 26 25 24 24 24 23 24 22 33 44 33 22 21 21 47 37 27 29 26 24 23 27 26 26 24 23 Feet. 1.75 1.74 1.79 1.76 1.74 1.77 1.73 1.74 1.78 1.79 1.75 1.76 1.78 1.77 1.74 1.74 1.75 1.84 1.87 1.89 1.79 1.84 1.85 1.97 2.04 2.06 2.09 2.19 2.14 2.18 2.23 Sec.-ft. 19.5 18.8 23.0 20.0 18.8 21.0 17.9 18.8 22.0 23.0 19.5 20.0 22.0 21.0 18.8 18.8 19.5 J14.6 14.5 14.5 14.5 14.5 14.4 14.4 14.3 14.3 14.3 14.3 14.2 14.2 il4.1 (g) (h) Aug. 30 to Sept. 22. Records taken from station on N.E. 13-1-23-4- owing to fact that automatic gauge was not running. _(»•) U) Dec. 18 to Dec. 31. Ice conditions; discharge estimated Monthly Discharge of North Branch of Milk River near Peter's Ranche, for 1913. (Drainage area 101a square miles). Discharge in Second Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. January February March 16.7 26.0 35.0 278.0 93.0 75.0 45.0 46.0 37.0 71.0 47.0 23.0 8.9 17.4 21.0 24.0 41.0 27.0 17.9 17.0 19.5 21.0 21.0 14.1 12.7 21.1 24.8 78.0 59.1 40.5 24.0 22.2 25.2 31.0 27.6 17.5 0.116 0.194 0.228 0.716 0.585 0.401 0.238 0.220 0.250 0.307 0.273 0.173 0.13 0.20 0.26 0.80 0.67 0.45 0.27 0.25 0.28 0.35 0.30 0.20 781 1.172 1.525 4,641 May 3.634 June . ... 2.410 July August September October 1,476 1.365 1,500 1.906 November December 1,642 1,076 The year 4.16 23,128 a During Jan., Feb., Mar., and Apr., the records are from the station on N. E. 13-1-23-4 and the drainage area used is 109 square miles. MILK RIVER DRAINAGE BASIN 221 SESSIONAL PAPER No. 25c NORTH BRANCH OF MILK RIVER AT KNIGHTS RANCHE. This station was established bj' F. H. Peters and P. M. Sander on Julv 17, 1909. It is located in the N.E. % See. IS, Tp. 2, Rge. 20, W. 4th Mer., almost directh' sonth of the Knight Sugar Company's Horse-shoe ranehe buildings. It is about 33 miles by trail from KimbaU. The gauge, which is a plain staff graduated to feet and hundredths, is fixed to a ])ost at the right bank. The zero (elev. 90.70) is referred to a permanent iron bench mark (assumed elev. 100.00), situated close to the initial point for soundings. The stream flows in one channel about 44 feet wide at ordinary stages. It is straight for about 150 feet above and 100 feet below the station. The right bank is composed of clay, is high and not liable to overflow. The left bank is composed of light sandy loam, is low and liable to overflow to quite a distance, during high stages of the stream. The bed of the stream is composed of clay, gravel and boulders. Discharge measurements are made by means of a cable, car, tagged wire and stay wire. The initial point for sijundings is the face of a cedar post on the right bank. Discharge measurements can be made by wading dm'ing low water. During 1913, the gauge was read once a day by W. D. Whitney. Discharge Measurements of North Branch of Milk River at Knight's Ranehe, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 23 May 22 G F. Deas F. R. Burfield do Feel. 43.4 42.5 41.0 40.0 42.0 42.0 42.0 19.0 Sq-fl. 61.8 59.0 39.4 38.9 37.6 37.1 39.6 12.9 Ft. per sec. 1.18 1.17 0.77 0.60 0.66 0.58 0.76 0.67 Feet. • 1.75 1.68 1.30 1.20 1.22 1.16 1.30 1.42a Sec.-ft. 73.0 73.0 30.2 July 10 do 23.3 " 24 do 24.8 Aug. 30 do 21.5 Oct. 11 L. Danielsen 30.0 Nov. 19 do 8.6 a Measurement was taken with a great deal of slush ice in the river. No. 25c.— 15^ 222 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of North Branch of Milk River at Knight's Ranche, for 1913. a Observations commenced. b Observations ended. June. July. August. September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-fl. Feet. 1.60 1.40 1.30 1.30 1.25 1.20 1.25 1.20 1.20 1.20 1.25 1.25 1.25 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.20 1.22 1.20 1.25 1.23 1.21 1.30 1.25 1.23 Sec.-fl. 61 40 31 31 31 23 27 23 23 23 27 27 27 23 23 23 23 23 23 23 23 23 23 ?5 23 27 25 24 31 27 25 Feet. 1.21 1.19 1.19 1.19 1.23 1.20 1.19 1.24 1.45 1.50 1.55 1.30 1.23 1.24 1.22 1.20 1.20 1.20 1.19 1.19 1.19 1.19 1.19 1.15 1.15 1.15 1.15 1.15 1.15 1.15 1.16 Sec.-ft. 24 23 23 23 25 23 23 26 45 50 56 31 25 26 25 23 23 23 23 23 23 23 23 21 21 21 21 21 21 21 22 Feet. 1.25 1.20 1.19 1.15 1.15 1.15 1.15 1.15 1.15 1.14 1.15 1.15 1.15 1.18 1.17 1.16 1.16 1.15 1.19 1.22 1.20 1.23 1.35 1.36 1.30 1.28 1.24 1.21 1.19 1.19 Sec.-ft. 27 23 23 21 21 21 21 21 21 20 21 21 21 23 22 22 22 21 23 25 23 25 35 36 31 29 26 24 23 23 Feet. 1.19 1.19 1.20 1.21 1.22 1.35 1.35 1.35 1.33 1.30 1.30 1.43 1.38 1.33 1.28 1.23 1.20 1.18 1.18 1.18 1.23 1.28 1.28 1.23 61.23 Sec.-ft. 23 2 23 3 '.'.'... 23 4 24 5 25 6 35 . 35 8 35 9 33 10 31 11 31 12 43 13 38 14 33 15 29 16 17 25 23 18 23 19 23 20 23 21 22 25 29 23 29 24 "" 25 25 25 26 01.45 1.70 1.90 1.60 1.65 45 72 94 61 66 27.. . . 28 29 30 31. .. Monthly Discharge of North Branch of Milk River at Knight's Ranche, for 1913. (Drainage area 239 square miles). DlSCH.\RGE IN Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. June (26-30) 94 61 56 36 43 45 23 21 20 23 68 27 26 24 28 1.41 3.46 3.35 2.99 2.97 0.262 3.989 3.862 3.336 2.762 674 July August September , October (1-25) ... 1.660 1.599 1,428 1,388 14.211 6.749 NORTH BRANCH OF MILK RIVER NEAR MACKIES RANCHE. This Station was established July 16, 1909, bv P. :M. Sander and F. H. Peters. It is located on the S.W. X Sec. 19, Tp. 2, Rge. IS, W. 4th Mer. It is 17 miles by trail from Milk River, three miles north of Mackie Brothers' buildings and one mile west of the junction of the north and south branches. The gauge, which is a plain staff graduated to feet and hundredths, is fi.xed to a post at the right bank. The zero (elev. 91.50) is referred to a permanent iron bench mark (assumed elev. 100.00), located 2.5 feet from the edge of the right l>ank, and under the cable. MILK RIVER DRAINAGE BASIN 223 SESSIONAL PAPER No. 25c The stream flows in one channel, which at ordinary- stages is about 60 feet wide. It is straight for 200 feet above and about 150 feet below the station. Both banks of the stream are low and liable to overflow at high stages. The bed of the stream is composed of gravel and is constantly changing. Discharge measurements are made by means of a cable, car, tagged wire, and stay wore. The initial point for soundings is the face of a cedar post planted in the north bank and marked "0 + 00". As it was impossible to secure an observer, the gauge was not read during 1913. Discharge ]Measuremexts of North Branch of Milk River near Alackie's Ranche, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Dis- charge. June 10 June 28 J. E. Degnan. do Feet. 43.5 65.0 33.0 22.5 26.0 33.0 23.0 Sq.-fi. 55.8 104.0 28.3 19.7 35.2 30.6 ...4 Ft. per sec. 0.89 0.91 0.90 0.89 0.80 0.93 1.22 Feet. 1.97 2.30 1.73 1.60 1.76 1.77 1.72 Sec.-ft. 49.0 94.0 July 19. .■.■;..■ .■;.■.■.■.■.■ Spet. 12 do 26.0 do 19.4 Sept. 27 do 29.0 Oct. 17 do 28.0 Nov. 1 do 26.0 SOUTH BRANCH OF MILK RIVER AT CROFF S RANCHE. This station was estabUshed April 23, 1913, by W. A. Lamb of the United States Geologi- cal Survey. It is located in the State of Montana, five miles south of the international boundary' at Croff's ranche on the Blaekfoot Indian Reservation. It is on the S.W. X Sec. 29, Tp. 37, X., Rge. 9, W., of JSIontana Principal Meridian, and is in line A\Tth the road allowance between ranges 21 and 22, west of the 4th Meridian in Canada. The gauge is a Stevens continuous automatic gauge set in a wooden shelter three feet wide, four feet long and six feet high. It is set by a staff gauge in the float chamber, the bottom of the record paper being equal to one foot on the staff gauge. Both gauges are checked by the old chain gauge 15 feet downstream. The zero of the gauge (elev. 87.08) is re- ferred to the top of an iron pipe (assumed elev. 100.00), set in the ground 15 feet back from the gauge shelter. The channel is straight for 350 feet above and 600 feet below the station. The right bank is clear and wiU not overflow; the left bank is fairly high and clear and may overflow at flood stages. The bed of the stream is of gravel, covered with mud where the current is not swift; it is not likely to shift. There is one channel at all stages. Discharge measurements during high stages are made by means of a cable and car situated 150 feet upstream from the gauge. During ordinary" stages measurements are made by wading at the gauge. The initial point for soundings is the middle of the river side of the gauge house. Discharge Measurements of South Branch of Milk River at Croff's Ranche, in 1913. Date. Hydrographer. Vl^idth. Area of Section. Mean Velocity. Gauge Height. Discharge. April 23 May 20 May 21 May 21 June 15 June 25 July 9 July 23 July 27 Aug. 29 Sept. 10 Oct. 12 Nov. 18 Dec. 20 W. A. Lamb (u.s.g.s.). . do F. R. Burfield W. A. Lamb (u.s.G.s.).. R. R. Randell(u.s.G.s.), F. R. Burfield do do J. M. Ray (u.s.g.s.)... F. R. Burfield W.A.Lamb (u.s.G.s.). L. Danielsen do W. A. Lamb (u.s.G.s.). Feet. 73.0 74.0 77.0 76.5 57.0 73.0 48.0 47.0 56.0 37.0 21.0 56.0 55.0 18.0 Sq.-ft. 94.0 127.0 122.0 117.0 66.0 52.3 61.0 50.2 53.0 38.2 14.1 46.2 41.2 11.7 Ft. per sec. 2.84 3.50 3.06 3.16 2. 24 1.95 1.33 1.00 1.64 0.56 1.28 0.63 0.97 1.02 Feet. 3.95 4.43 4.14 4.14 3.41 3.14 2.99 2.80 3.05 2.54 2.48 2.90 2.80 2.45 Sec.-ft. 267.0 445.0 373.0 370.0 148.0 102.0 81.0 50.4 87.0 21.2 18.1 73.2 39.9 11.9 224 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and discharge of South Braneli of Milk River at Croff's Ranche, for 1913. April. May. June. Ju ly. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feet. 3.60 3.64 3.80 3.67 3.60 3.59 3.68 3.74 3.63 3.60 3.78 4.00 4.01 4.00 3.93 3.88 4.16 4.10 4.54 4.40 4.17 4.16 4.24 4.18 4.17 4.22 4.30 4.32 4.26 4.19 4.08 Sec.-ft. 196 206 248 214 196 194 216 232 204 196 243 308 311 308 286 271 361 341 494 445 365 361 389 368 365 382 410 417 396 372 334 Feet. 4.02 3.94 3.90 3.84 3.75 3.69 3.63 3.57 3.55 3.58 3.61 3.52 3.45 3.40 3.40 3.36 3.30 3.27 3.27 3.37 3.38 3.24 3.21 3.21 3.15 3.36 4.05 4.23 4.04 3.71 Sec.-ft. 315 289 277 260 234 218 204 189 184 191 198 178 162 151 151 143 131 125 125 145 147 120 114 114 104 143 324 386 321 224 Feet. 3.50 3.35 3.27 3.25 3.27 3.20 3.12 3.08 3.04 2.98 3.00 3.05 3.01 2.97 2.92 2.90 2.86 2.85 2.83 2.80 2.81 2.80 2.80 2.76 2.72 2.77 3.05 2.92 2.88 2.86 2.86 Sec.-ft, 173 2 141 3 125 4 122 5 ' 125 6 112 7 98 8 92 9 85 10 76 11 79 12 85 13 5.55 5.50 5.20 5.05 4.60 4.45 4.80 4.75 4.80 4.65 3.90 3.90 3.80 3.80 4.13 4.11 3.93 3.66 864 845 734 678 516 462 588 570 588 534 .277 277 248 248 351 344 286 211 81 14 74 15 67 16 64 17 58 18 57 19 54 20 50 21 51 22 50 23 57 50 25 50 26 50 87 28 67 29 61 30 58 31 58 MILK RIVER DRAINAGE BASIN 225 SESSIONAL PAPER No. 25c Daily Gauge Height AND Discharge of South Branch of Milk River at Croff's Ranche, for 1913. August. September. October. November. December. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 2 Feet. 2.80 2.76 2.72 2.73 2.71 2.70 2.75 2.77 2.96 3.15 3.05 2.89 2.81 2.81 2.83 2.80 2.78 2.78 2.80 2.76 2.70 2.68 2.64 2.60 2.58 2.57 2.57 2.57 2.56 2.55 2.55 Sec.-ft. 50 45 40 49 39 38 44 46 73 104 87 63 51 51 54 50 48 48 50 45 38 36 31 27 25 24 24 24 23 22 22 Feet. 2.58 2.57 2.56 2.53 2.52 2.48 2.47 2.47 2.46 2.47 2.48 2.51 2.48 2.49 2.50 2.50 2.50 2.50 2.54 2.55 2.58 2.62 2.70 2.72 2.70 2.65 2.62 2.60 2.56 2.55 Sec.-ft. 25.0 24.0 23.0 21.0 20.0 16.6 15.9 15.9 15.2 15.9 17.0 19.0 17.0 17.0 18.0 18.0 18.0 18.0 22.0 22.0 25.0 29.0 38.0 40.0 38.0 32.0 29.0 27.0 23.0 22.0 Feet. 2.55 2.55 2.57 2.68 2.71 2.70 2.74 2.77 2.88 2.76 2.79 2.90 3.30 3.20 2.95 2.80 2.80 2.60 2.70 2.90 3.15 3.26 3.07 2.81 2.67 2.70 2.70 2.64 2.58 2.60 a2.60 Sec.-ft. 22 22 24 36 39 38 43 46 61 45 49 64 131 112 72 50 50 27 38 64 204 123 90 51 35 38 38 31 25 25 25 Feet. "'i'.i^' 2.80 2.52 2.60 2.65 2.71 2.77 2.81 2.79 2.74 2.68 2.67 2.70 Sec.-ft. 625 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 625 44 50 20 27 32 39 46 51 49 43 36 35 38 Feel. 2.66 2.60 2.62 2.61 2.63 2.67 2.63 2.60 2.60 2.56 2.63 2.65 2.69 2.69 2.65 2.66 2.62 2.60 2.55 2.50 Sec.-ft. 34.0 27.0 3 4 5 6 7 8 29.0 28.0 30.0 35.0 30.0 27.0 9 10 11 12 13 14 15 27.0 23.0 cl5.0 15.0 15.0 15.0 15.0 16 15.0 17 18 19 20 21 22 23 24 25 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 15.0 26 15.0 27 15.0 28 15.0 29 15.0 30 15.0 31 C15.0 1 a Gauge height interpolated. b Discharge estimated Nov. 1-17. c Discharge estimated Dec. 11-31. Monthly Disch.\rge of South Branch of Milk River at Croff's Ranche, for 1913. (Drainage area 315 square miles). Month. April (13-30). May June July August. ...... September. . . October November. . . December The period DiscHASGE IN Second-Feet. Maximum. 864 494 386 173 104 40 131 50 37 Minimum.! Mean. 211.0 194.0 104.0 50.0 22.0 15.2 22.0 20.0 15.0 479.0 311.0 196.0 79.0 44.0 22.7 52.2 31.2 19.5 Per square Mile. 1.520 0.987 0.622 0.252 0.140 0.072 0.166 0.099 0.062 Run-Off. Depth in inches on Drainage Area. 1.02 1.14 0.69 0.29 0.16 0.08 0.19 0.11 0.07 3.75 Total in Acre-feet 17,101 19,123 11,663 4,858 2.705 1,351 3.210 1,8.56 1.199 63.066 226 STREAM MEASUREMENTS, 1913 4 GEORGE v.. A. 1914 SOUTH BRANCH OF MILK RIVER AT MACKIES RANCHE. This station was established July 14, 1909, by P. M. Sauder and F. H. Peters. It is 17 miles by trail from Milk River and is located on the N.W. % Sec. 31, Tp. 1, Rge. 18, W. 4th Mer., about one quarter mile upstream from MacMe Brothers' ranehe buildings, and is about five miles upstream from the junction of the north and south branches of Milk River. The gauge, which is a plain staff graduated to feet and hundredths, is fixed to a post at the left bank. The zero of the gauge (elev. 86.60) is referred to a permanent iron bench mark (assumed elev. 100.00), located on the left bank, directly under the cable and five feet from the initial point of soundings. The stream flows in one channel and is straight for about 150 feet above the station and for 100 feet below. The right bank is composed of sand and gravel and is liable to overflow. The left bank is composed of clay and is high. The bed of the stream consists of gravel and sand and is liable to shift. Discharge measurements are made during high stages by means of a cable, car, tagged wire and stay wire, and at low stages by wading. The initial point for soundings is the face of a cedar post planted in the left bank. During 1913, the gauge was read by Mrs. F. Cathro. Discharge Measurements of South Branch of Milk River at Mackies' Ranehe, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. May 8 Feel. 87 90 87 89 68 66 31 24 32 38 42 67 Sq. ft. 146.0 198.0 140.0 185.0 73.7 71.2 34.0 27.0 34.4 44.4 94.4 38.8 Ft. per sec. 1.66 2.02 1.38 1.87 0.76 0.74 0.97 0.50 1.08 0.63 0.91 1.01 Feet. 3.27 3.74 3.11 3.58 2.42 2.40 2.20 1.97 2.24 2.18 2.60 2.67 Sec.-ft. 243.0 May 21 do 402.0 June 9 do 194.0 June 28 do 347.0 July 18 do 55.9 Aug 1 do 52.6 Aug 23 . do 32.9 Sept 11 do 14.7 Sept 26 do 37.3 Sept. 28 do 28.1 Oct. 16 do 86.1 Oct. 31 . do 39.4 MILK RIVER DRAINAGE BASIN 227 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of South Branch of Milk River at Mackies' Ranehe for 1913. April. May. June. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feet. 3.54 3.42 3.33 3.25 3.16 3.08 3.09 3.27 3.28 3.27 3.22 3.20 3.40 3.50 3.60 3.82 3.70 3.71 3.89 3.8^ 3.74 3.71 3.69 3.68 3.69 3.70 3.71 3.76 3.75 3.73 3.70 Sec.-ft. 332. 291. 262. 236. 208. 185. 188. 242. 246. 242. 226. 220. 284. 318. 352. 431. 388. 392. 456. 456, 402. 392. 384. 381. 384. 388. 392. 410. 406. 399. 388. leet. 3.62 3.60 3.55 3.44 3.38 3.33 3.27 3.23 3.11 3.08 3.06 3.05 3.03 3.03 3.01 3.00 2.98 2.95 2.97 2.96 2.95 2.88 2.79 2.75 2.77 2,78 2.96 3.65 3.79 3.80 Sec.-ft. 359 2 352, 3 335 4 298 5 278 6 3.94 3.97 3.99 4.05 a5.64 a6.15 o6.24 3.00 3.00 3.00 b b 4.16 4.15 4.14 4.12 4.12 4.10 3.91 3.86 3.77 3.66 3.64 3.65 3.64 474. 485. 492. 514. 500. 500. 300. 163. 163. 163. 400. 550. 554. 550. 546. 539. 539, 532. 464. 446. 413. 374. 366. 370. 366. 262 7 242 8 230. 9 : 194 10 185. 11 180. 12 177 13 171. 14 15 171. 166. 16 17 163. 158. 18 19 20 21 22 23 24 25 26 ,. 27 28 29 30 31 150. 155. 153. 150. 134. 114. .106. 110. 113. 153. 370. 420. 424. Ice jam. Gauge rod carried out by ice. 228 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of South Branch of Milk River at Mackies' Ranche, for 1913. July. August. • September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 3.62 3.50 3.38 3.20 3.09 2.98 2.90 2.83 2.75 2.64 2.50 2.47 2.46 2.44 2.43 2.43 2.42 2.42 2.41 2.40 2.39 2.39 2.37 2.36 2.36 2.35 2.34 2.34 2.42 2.42 2.41 Sec.-ft. 359. 318. 278. 220. 188. 158. 138. 123. 106. 87. 66. 62. 60. 58. 57. 57. 55. 55. 54. 53. 52. 52. 49. 48. 48. 47. 46. 46. 55. 55. 54. Feet. 2.40 2.40 2.39 2.27 2.33 2.31 2.31 2.44 2.56 2.73 2.75 2.68 2.70 2.74 2.71 2.61 2.48 2.30 2.29 2.26 2.24 2.23 2.20 2.18 2.15 2.13 2.11 2.09 2.06 2.05 2.03 Sec.-ft. 53. 53. 52. 39. 45. 43. 43. 58. 75. 102. 106. 94. 97. 104. 99. 83. 63. 42. 41. 38. 36. 35. 32. 30. 28. 26. 25. 23. 21. 20. 18. Feet. 2.02 2.02 2.01 2.01 2.00 2.00 1.98 1.91 1.89 1.89 1.97 1.97 1.96 1.95 1.95 1.95 1.95 1.96 1.97 1.96 1.97 2.00 2.11 2.14 2.17 2.24 2.19 2.19 2.18 2.18 Sec.-ft. 17.6 17.6 16.8 16.8 16.0 16.0 14.8 10.6 9.6 9.6 14.2 14.2 13.6 13.0 13.0 13.0 13.0 13.6 14.2 13.6 14.2 16.0 25.0 27.0 30.0 36.0 31.0 31.0 30.0 30.0 Feet. 2.18 2.17 2.17 2.19 2.22 2.33 2.35 2.40 2.42 2.51 2.53 2.53 2.54 2.64 2.91 2.67 2.59 2.57 2.54 2.54 2.49 2.52 2.51 2.54 2.55 2.39 2.61 2.64 2.65 2.68 2.67 Sec.-ft. 30.0 2 30.0 3 30.0 4 31.0 5 34.0 6 45.0 7 47.0 8 53.0 9 55.0 10 67.0 11 70.0 12 70.0 13 72.0 14 87.0 15 140.0 16 92.0 17 ■ 79.0 18 76.0 19 72.0 20 ? 72.0 21 65.0 22 69.0 23 67.0 24 72.0 73.0 79.0 27 83.0 87.0 29 89.0 94.0 31 92.0 Monthly Discharge of South Branch of Milk River at Mackies' Ranche, for 1913. (Drainage area 441 square miles). Month. Discharge in Second-Feet. Maximum. Minimum. Mean. Per square Mile. Run-Off. Depth in inches on Drainage Area. Total in Acre-feet. April (6-30). May June July August September. . October The period. 554 456 424 359 106 36 140 163 185 106 46 18 9. 30 430 332 216 100 61.3 18.4 68.4 0.975 0.753 0.490 0.227 0.118 0.042 0.155 0.91 0.87 0.55 0.26 0.14 0.05 0.18 2.96 21.323 20,414 12,853 6,148 3,216 1,095 4.206 69,255 MILK RIVER DRAINAGE BASIN 229 SESSIONAL PAPER No. 25c MILK RIVER AT MILK RIVER. This station was established by H. C. Ritchie on May 18, 1909, and re-establislied by F. H. Peters on July 3, 1909. It is located on the N.E. '4 Sec. 21, Tp. 2, Rge. IG, W. 4th Mer., at the Canadian Pacific Railway bridge, one quarter of a niUe south of the town of IVIilk River. The gauge, which is of the standard chain type, is securely fastened to the railway bridge, above the centre of the stream. The zero of the gauge (elev. 90.97) is referred to a permanent iron bench mark (assumed elev. 100.00), located on the left bank, 20 feet upstream from the bridge and 30 feet from the bank. The stream flows in one channel at all stages and in ordinary stages is not more than 140 feet wide. The channel is almost straight for 500 feet above and below the station. The right bank is sandy, fairly high, and not liable to overflow. The left bank is lower and overflows during high water. The bed of the stream is composed of sand and fine gravel which is constantly shifting. Discharge measurements are made from the downstream side of the bridge at high water, and in low water a wading section about .50 feet upstream is used. During 1913, the gauge was read by Dan O'Connell. Discharge Measurements of Milk River at Milk River, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. Jan. 27 G. F. Deas do . Feel. 23. 23. 40. 125. 148. 135. 119. 130. 122. 130. 130. 104. 123. 130. 129. 128. 128. 128. 35.0 33.0 32.0 35.0 35.0 63.0 61.0 61.0 63.0 62.0 63.0 62.0 Sq.-ft. 17.5 15.9 9.3 470. 523. 298. 172. 258. 217. 162. 151. 132. 238. 96.0 80.8 75.7 76.8 76.1 43.2 36.0 36.2 41.8 42.8 99.8 79.3 77.5 94.2 67.8 40.7 21.6 Ft. per sec. 0.39 0.66 0.80 2.34 3.57 2.77 1.86 2.42 2.10 1.54 1.63 1.31 2.08 1.13 1.08 1.11 1.07 0.93 1.16 0.92 0.93 1.24 1.26 1.75 1.13 1.10 0.61 0.82 0.82 0.52 Feet. 2.32 2.30 3.55 4.60 4.92 3.29 2.32 3.03 2.69 2.04 1.98 1.78 2.71 1.45 1.32 1.28 1.31 1.32 1.18 1.10 1.09 1.18 1.27 1.88 1.48 1.41 1.755 1.43 1.59 1.38 Sec.-ft. 7.0 Feb. 11 . 10.6 Feb. 27 . do 7.4 April 11 J. E. Degnan do 1,102.0 April 14 1.870.0 April 21 do 825.0 May 9 do 321.0 May 21 . do 625.0 May 22 do 455.0 June 8 do 250.0 June 11 do 245.0 June 26 do 173.0 June 30 do 495.0 July 15 do 109.0 July 20 do 88.0 Aug. 1 do 84.0 Aug. 2 do 82.0 Aug. 20 do 76.0 Aug. 21 do 50.1 Sept. 10 do 33.1 Sept. 13 . . do 34.0 Sept. 24 do 52.0 Sept. 29 do 54.0 Oct. 15 do 175.0 Oct. 18 do 89.0 Nov. 1 do 85.0 Nov. 13 do 57 0 Dec. 1 do 56.0 Dec. 11 do 33.0 Dec. 22 do 11.0 230 STREAM MEASUREMENTS, 1913 4 GEORGE V. A. 1914 Daily Gauge Height and Discharge of Milk River at Milk River, for 1913. Day. January. Gauge Height. Dis- charge. February. Gauge Height. Dis- charge. March. Gauge Height. Dis- charge. April. Gauge Height. Dis- charge. May. Gauge Height. Dis- charge. June. Gauge Height. Dis- charge. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Feet. 1.90 1.94 1.94 1.94 2.00 2.00 1.80 1.70 1.70 1.75 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.70 1.75 1.83 1.80 1.83 1.83 2.32 2.73 2.73 2.70 2.70 Sec.-ft. 7.0(2 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.1 7.2 7.3 7.4 7.5 7.6 7.7 7.8 7.9 8.0 2.55 2.30 2.35 2.40 2.63 2.33 2.40 2.54 3.00 3.30 3.35 3.50 3.35 3.35 3.43 3.30 3.45 3.50 3.55 3.40 3.65 3.55 3.45 Sec.-ft. 9.6 9.8 10.1 10.3 10.6 10.6 9.2 9.0 8.8 8.6 8.4 8.1 7.9 7.7 7.5 7.2 7.4 7.0 3.65 3.75 4.15 4.15 4.20 5.03 5.20 4.03 3.85 3.77 3.85 3.75 3.70 3.70 3.64 3.55 3.45 3.49 3.50 3.45 3.45 3.45 3.45 3.45 3.40 3.58 Sec.-ft. 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 7.0 Feel. 3.90 4.20 3.90 4.48 4.45 65.35 65.46 65.35 64.85 65.70 c4.66 £4.73 c5.lb 4.95 4.35 4.00 3.94 3.45 3.30 3.40 3.35 3.31 3.10 2.66 2.57 2.50 2.46 2.86 2.70 2.50 Sec.-ft. 77 150 100 200 190 410 570 650 730 l,100(i 1,140 1,380 1,838 1,888 1,490 1,259 1,219 896 801 864 832 807 679 458 422 394 380 549 476 394 Feet. 2.25 2.24 2.26 2.27 2.27 2.20 2.19 2.21 2.26 2.19 2.15 2.33 2.60 2.60 2.54 2.55 a2.65 o2.75 2.85 3.27 2.97 2.64 2.64 2.70 2.65 2.63 2.66 2.75 2.77 2.70 2.58 Sec.-ft. 308 305 311 314 314 292 289 295 311 289 276 334 434 434 410 414 454 498 544 782 606 450 450 476 454 446 458 498 507 476 426 Feet. 2.45 2.45 2.35 2.33 2.25 2.20 2.15 2.03 2.00 1.99 1.99 1.99 1.97 1.92 1.87 1.82 1.77 1.75 1.71 1.77 1.85 1.93 1.85 1.75 1.77 1.76 2.05 2.60 2.81 2.60 Sec.-ft. 376 376 340 334 308 292 276 238 230 227 227 227 222 208 196 184 172 167 157 172 191 211 191 167 172 169 244 434 525 434 6 Ice breaking up. o Gauge heights interpolated. c Floating and slush ice. d Jan. 1st to April 10th, ice conditions; discharge estimated. MILK RIVER DRAINAGE BASIX 231 SESSIONAL PAPER No. 25c Daily Gauge Height axd Discharge of Milk River at Milk River, for 1913. {Concluded.) July. August. ! September. October. November. December. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 2.34 2.09 1.88 1.79 1.70 1.67 1.65 1.60 1.52 1.50 1.50 1.48 1.48 1.50 1.43 1.37 1.36 1.35 1.34 1.30 1.30 1.35 1.30 1.28 1.28 1.27 1.32 1.40 1.48 1.55 1.30 Sec.-ft. 337 257 198 177 155 148 144 134 118 114 114 110 110 114 100 88 86 84 82 74 74 84 74 70 70 68 78 94 110 124 74 Feet. 1.30 1.30 1.25 1.20 1.28 1.20 1.16 1,20 1.31 1.55 1.65 1.75 1.50 1.40 1.39 1.37 1.38 1.35 al.33 1.31 1.31 1.30 1.25 1.20 1.20 1.15 1.15 1.12 1.10 1.10 1.10 Sec.-ft. 74 74 64 54 70 54 46 54 76 124 144 167 114 94 92 88 90 84 80 76 76 74 64 54 54 44 44 39 36 • 36 36 Feet. 1.12 1.15 1.11 1.10 1.08 1.12 1.09 1.08 1.07 1.08 1.10 1.10 1.05 1.09 1.10 1.10 1.10 1.10 1.11 1.09 1.07 1.23 1.21 1.23 1.35 1.38 1.30 1.28 1.25 1.21 Sec.-ft. 39 44 38 36 33 39 34 33 31 33 34 34 28 33 34 34 34 34 35 33 30 50 47 50 69 74 61 58 53 47 Feet. 1.16 1.08 1.11 1.20 1.30 1.31 1.40 1.31 1.35 1.38 1.39 al.53 al.67 ul.80 1.93 al.78 al.63 1.48 1.45 1.46 1.45 1.44 1.43 1.43 1.41 1.40 1.50 1.49 1.41 1.38 1.55 Sec.-ft. 41 32 35 46 61 63 78 63 69 74 76 101 129 156 185 152 121 92 87 89 87 85 83 83 80 78 96 94 80 74 105 Feet. 1.42 1.48 1.44 1.43 1.48 1.49 1.45 1.35 1.36 1.34 1.38 dl.37 dl.7S dl.68 dl.bl al.55 al.53 al.51 al.49 al.47 al.45 al.43 1.41 1.35 1.42 1.55 1.62 1.58 1.55 1.50 Sec.-ft. 82 92 85 83 92 94 87 69 71 67 74 73 52 48 35 35 35 35 34 33 33 34 33 28 32 62 81 75 74 72 Feet. 1.43 1.46 1.53 1.46 1.47 1.56 1.50 al.53 1.56 1.62 1.59 1.60 1.65 1.66 1.70 1.70 1.70 1.65 1.57 1.49 1.43 1.38 1.50 1.47 1.65 1.70 1.80 1.90 1.74 1.85 1.95 Sec.-ft. 57 2 56 3 64 4 48 5 46 6 56 7 38 8 38 9 38 10 42 11 33 12 33 13 40 14 41 15 47 16 47 17 47 18 40 19 29 20 19 21 15 22 12 23 21 24 18 25 40 26 47 27 65 28 88 29 58 30 77 31 102 t a Gauge height interpolated. d Ice and slush ice. Monthly Discharge of Milk River at Milk River, for 1913. (Drainage area 1,077 square miles). Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in .4cre-feet. 8.0 10.6 7.0 1,888.0 782.0 525.0 337.0 167.0 74.0 185.0 94.0 102.0 7.0 7.0 7.0 77.0 276.0 157.0 68.0 36.0 28.0 32.0 32.0 12.0 7.18 8.54 7.00 745.00 415.00 256.00 0.007 0.007 0.006 0.692 0.385 0.238 0.01 0.01 0.01 0.77 0.44 0.26 0.13 0.08 0.04 0.09 0.06 0.05 441 474 March 430 44,331 25,517 15,233 July 118.00 0.110 73.40 j 0.068 41.10 ! 0.038 7,256 August .- 4,513 2,446 86.90 60.00 45.20 0.810 0.056 0.042 5,334 3,570 2,779 1.95 112,333 1 232 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 MILK RIVER AT WRITING-ON-STONE POLICE DETACHMENT. This station was established on August 2, 1909, by F. H. Peters. It is located at Writing- on-stone R.N.W.M.P., detachment, in the S.W. % Sec. .35, Tp. 1, Rge. 13, W. 4th Mer. It is 17 miles by trail from Coutts and 25 miles from Milk River station. The gauge, which is a plain staff graduated to feet and hundredths, is fixed to a post at the right bank. The zero (elev. 86.13) is referred to a permanent iron bench mark (assumed elev. 1(X).00), located on the right bank directly under the cable and one foot north of the tower. The river flows in one channel at aU stages. It is straight for 300 feet above and 250 feet T^elow the station. Both banks are slightly wooded, high and not liable to overflow except in extreme flood stages of the stream. The bed of the stream is composed of sand which is constantly shifting. Discharge measurements are made during high water by means of a cable, car, tagged wire and stay wire, and at low stages by wading. The initial point for soundings is 50 feet south of a post on the right bank and marked "50". During 1913, the gauge was read by Constable A. P. White. Discharge Measurements of Milk River at Writingron-Stone, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 24 J. E. Degnan do Feet. 129 126 125 127 127 126 127 126 124 127 69 69 70 69 70 31 32 30 32 30 72 73 72 71 72 Sq.-ft. 261.0 175.0 139.0 252.0 239.0 164.0 169.0 117.0 113.0 177.0 58.2 55.2 73.9 52.7 56.9 27.0 27.8 30.6 34.5 35.2 57.7 61.9 59.8 54.5 60.2 Ft. per sec. 2.30 2.07 1.97 2.23 1.84 2.01 1.56 1.61 1.52 2.01 1.92 1.49 1.40 1.26 1.40 1.61 1.58 1.13 1.28 1.47 1.37 1.44 1.28 1.25 1.26 Feet. 3.50 2.95 2.64 3.48 3.20 2.82 2.57 2.32 2.30 2.89 2.04 1.85 1.98 1.71 1.87 1.66 1.65 1.58 1.67 1.74 1.91 1.96 1.89 1.78 1.86 Sec-fl. 602.0 364.0 May 12 do 273.0 May 20 do 561.0 May 26 do 439.0 June 6 do 330.0 June 12 do 264.0 June 24 do 189.0 do 172.0 July 2 July 11 do 355.0 do 112.0 July 21 do 82.5 July 30 do 103.6 Aug. 6 Aug. 19 Aug 27 . do 66.5 do 79.8 do 43.5 Sept. 6 Sept. 15 Sept 22 do 43.8 do 34.4 do 44.2 Oct. 1 . . do 51.7 Oct. 13 do 79.1 Oct. 20 do 89.0 Oct.' 29 . . do 76.1 do 68.1 Nov. 10 do 75.1 MILK RIVER DRAINAGE BASIN 233 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Milk River at Writing-on-Stone, for 1913. April. May. June. July. Day. Gauge Dis- Height. charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. b Sec.-ft. 70. 100. 180. 250. 230. 410. 580. 700. 780. 1,000 1,100. 1,500. 1,880. 1.808. 1.468. 1,674. 1,434. 920. 782. 768. 741. 712. 626. 579. 442. 395. 370. 370. 189. 471. Feet. 3.04 2.83 2.73 2.90 3.10 2.82 2.65 2.73 2.74 2.85 2.72 2.64 2.80 3.02 3.06 3.13 3.05 3.25 3.34 3.45 3.63 3.54 3.22 3.25 3.33 3.22 3.18 3.27 3.24 3.20 3.19 Sec.-ft. 402. 332. 300. 354. 424. 328. 275. 300. 303. 338. 296. 272. 322. 395. 410. 435. 406. 478. 510. 550. 615. 582. 467. 478. 507. 467. 453. 485. 474. 460. 456. Feet. 3.05 3.13 2.98 2.95 2.88 2.81 2.74 2.73 2.67 2.64 2.66 2.67 2.68 2.53 2.45 2.36 2.31 2.28 2.33 2.35 2.30 2.35 2.45 2.33 2.32 2.25 2.64 2.58 3.25 3.35 Sec.-ft. 406. 435. 381. 370. 348. 325. 303. 300. 281. 272. 278. 281. 284. 239. 217. 192. 178. 170. 183. 189. 175. 189. 217. 183. 281. 162. 272. 254. 478. 514. Feet. 3.11 2.89 2.74 a2.54 2.35 2.33 2.27 2.24 2.15 2.22 2.05 2.05 2.03 2.03 2.05 2.00 1.98 1.94 1.94 1.92 1.85 1.85 1.85 1.85 1.85 1.84 1.84 1.82 al.91 2.00 1.93 Sec.-ft. 428. 2 351. 3 1 303. 4 242. 5 189. 6 183, 7 167. 8 160. 9 138. 10 155. 11 114. 12 115. 13 5.65 5.54 5.05 5.35 5.10 4.25 4.05 4.036 3.98 3.90 3.66 3.53 3.15 3.02 2.95 2.95 2.35 3.23 112. 14 113. 15 118. 16 109. 17 103. 18 98. 19 99. 20 96. 21 82. 22 84. 23 82. 81. 25 80, 26 7T. 77. 28 72. 89. 30 108. 83. Gauge heights interpolated. April 1st to April 20th ice breaking up; discharge estimated. 234 STREAM MEASUREMENTS, 191S 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Milk River at Writing-on-Stone, for 1913. August. September. October. November. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feel. 1.82 1.82 1.82 1.80 1.84 1.73 1.74 1.75 1.74 1.81 1.89 2.17 2.17 2.05 1.95 1.87 1.85 al.90 1.95 1.87 1.80 1.79 1.82 1.76 1.72 1.70 1.69 1.69 1.67 1.65 1.68 Sec.-fl. 71. 71. 71. 66. 74. 52. 54. 56. 54. 69. 84. 143. 143. 118. 97. 80. 76. 86. 97. 81. 68. 66. 73. 61. 54. 50. 47. 48. 45. 43. 48. Feel. 1.70 1.71 1.69 1.70 1.66 1.65 1.65 1.65 1.67 1.60 1.60 1.59 1.58 1.60 1.60 1.63 1.59 1.59 1.64 1.65 1.65 1.69 1.74 1.75 1.75 Sec.-fl. 52. 54. 51. 53. 45. 44. 44. 44. 48. 38. 38. 36. 35. 37. 37. 40. 35. 36. 41. 42. 42. 47. 54. 58. 57. Feet. 1.76 1.76 1.75 1.75 1.78 1.88 1.90 1.90 1.95 1.92 1.93 1.92 1.94 1.94 2.13 2.18 2.23 2.14 1.95 1.96 1.95 1.95 1.89 1.84 1.85 1.76 al.81 1.87 1.95 1.92 1.66 Sec.-fl. 55. 55. 54. 52. 58. 76. 80. 79. 89. 82. 84. 82. 85. 85. 125. 136. 146. 127. 87. 89. 87. 87. 75. 66. 68. 50. 60. 72. 88. 84. 37. Feel. 1.84 1.79 1.74 1.42 al.74 2.05 a2.08 2.10 1.90 1.84 1.85 1.83 1.87 1.95 1.86 2.07 2.00 2.00 1.86 1.63 1.60 1.45 1.45 1.48 1.60 1.57 1.55 1.45 1.48 1.62 Sec.-fl. 73. 2 66. 3 59. 4 12. 60. 6 122. 7 127. 8 130. 9 84. 10 72. 11 73. 12 70. 13 77. 14 93. 15 75. 16 118. 17 104. 18 104. 19 71. 20 40. 21 36. 22 22. 23 22. 24. 25 37. 26 1.84 i 75. 33. 1.84 1.83 1.78 1.75 74. 72. 61. 54. 31. 28 22. 24. 30 39. 1 1 \ Gauge lieights interpolated. Monthly Discharge of Milk River at Writing-on-Stone, for 1913. (Drainage area 1,620 square miles). Discharge in Second-Feet. Run-Off. 'Month. Maximum. Minimum. Mean Per square Mile. Depth in inches on Drainage Area. Total Acre-feet. 1,880. 615. 514. 428. 143. 75. 146. 130. 70. 272. 162. 72. 43. 35. 37. 22. 751.0 415.0 279.0 139.0 72.5 48.1 80.6 64.0 0.464 0.256 0.172 0.086 0.045 0.030 0.050 0.040 0.520 0.300 0.190 0.100 0.052 0.033 0.058 0.045 44.688 25,517 16,602 July 8,547 4,458 2,862 4.956 3.808 The period 1.298 111,438 MILK RIVER DRAINAGE BASIN 235 SESSIONAL PAPER No. 25c MILK RIVER AT PENDANT d'oREILLE POLICE DETACHMENT. This station was established by F. H. Peters on August 5, 1909. It is located 300 feet upstream from the buildings of the pohce post on the S.W. % Sec. 21, Tp. 2, Rge. 8, W. 4th ^ler., and is about 61 miles by trail from Milk River station. The gauge, which is a plain staff gi'aduated to feet and hundredths, is at the left bank about 80 feet downstream from the cable. The zero (elev. 82.45) is referred to a permanent iron bench mark (assumed elev. 100.00), located directly under the cable, about five feet from the tower on the left bank. The river flows in one channel, which at ordinary stages is about 150 feet wide. It is straight for about 400 feet above and 300 feet below the station. The right bank is low covered with smaU ■ndlloAvs, and liable to overflow at high stages. The left bank is high, almost clear and not liable to overflow. The bed of the stream is composed of sand and is constantly changing. Discharge measurements are made during high water by means of a cable, car, tagged wire and staj^ ■^dre, and at low stages by wading. The initial point for soundings is the face of a cedar post on the left bank. During 1913, the gauge was read hy J. E. Capstick. Discharge ^Measurements of Milk River at Pendant d'Oroille, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 25 May 1 May 14 Mav 17 May 29 June 4 June 17 June 19 July 7 July 9 July 23 July 26 Aug. 9 .A.ug. 16 Sept. 2 Sept. 5 Sept. 16 Sept. 19 Oct. 4 Oct. 6 Oct. 10 Oct. 22 Oct. 28 Nov. 6 Nov. 8 E. Degnan. do do do do do do do . . do do do do do do do do do do do do do do do do do 176 154 154 173 173 172 172 169 120 120 171 41 50 53 35 35 35 35 36 37 179 39 40 40 61 Sq.-ft. 295.0 249.0 226.0 265.0 271.0 224.0 147.0 139.0 121.0 115.0 76.6 45.2 51.5 71.0 32.4 29.8 26.1 29.0 33.9 39.6 77.5 52.8 50.2 52.1 67.4 Ft. per sec. 2.05 1.89 1.97 1.94 1.81 1.77 1.44 1.34 1.64 1.33 1.10 1.52 1.22 1.38 1.24 1.04 1.04 1.01 1.14 1.31 1.11 1.62 1.23 1.02 1.19 Feel. 3.88 3.73 3.63 3.75 3.83 3.61 3.14 3.04 3.08 3.00 2.72 2.65 2.63 2.755 2.43 2.35 2.28 2.32 2.38 2.50 2.70 2.70 2.65 2.63 2.83 Sec. -ft. 606. 470. 447. 513. 491. 397. 211. 186. 198. 153. 84. 69. 63. 98. 40. 31. 27. 29. 39. 52. 86. 86. 62. 53. 80. No 25c.— 16 236 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Milk River at Pendant d'Oreille, for 1913. Day. April. May. June. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. a 40. 65. 85. 140. 300. 560. 325. 543. a 744. 981. 1,011. 1.147. 1,588. 1,497. 1.451. 1,315. 1.064. 892. 951. 907. 1,049. 981. 877. 751. 559. 431. 347. 373. 420. 600. Feet. 3.71 3.50 3.43 3.41 3.42 3.61 3.35 3.35 3.29 3.44 3.43 3.34 3.41 3.70 3.81 3.87 3.75 3.68 4.01 3.95 4.35 4.12 3.94 3.85 3.90 3.99 3.79 3.84 3.88 3.92 3.87 Sec.-ft. 482. 368. 332. 323. 328. 425. 296. 296. 270. 337. 332. 292. 323. 475. 540. 580. 503. 464. 677. 634. 929. 759. 627. 566. 600. 663. 527. 559. 586. 614. 580. Feel. 3.85 3.80 3.75 3.65 3.62 3.50 3.45 3.35 3.33 3.16 3.15 3.41 3.40 3.35 3.10 3.08 3.03 2.98 3.04 3.11 3.15 3.14 3.11 3.25 3.12 3.08 3.26 3.31 3.65 4.02 Sec.-ft. 566 2... 533 3 503 4 447 5 431 6 4.34 4.12 4.10 4.10 4.42 4.46 4.64 5.22 5.10 5.04 4.86 4.53 4.30 4.38 4.32 4.51 4.42 4.28 4.11 3.84 3.62 3.46 3.51 3.60 3.90 368 7 342' 8 296' * 9 287 10 218 11 214 12 323 13 318 14 296 15 196 16 189 17 172 18 156 19 176 20 200 21 214 22 210 23 200 24 252 203 26 189 27 256 28 278 29 447. 30 085 31 April 1st to April 9th ice breaking up: discharge estimated. MILK RIVER DRAINAGE BASIN 237 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Milk River near Pendant d'OreiUe, for 1913. July August. September. October. Day. Gauge Dis- Height. charge. Gauge Height. Dis- charge. Gauge Dis- Height. charge. Gauge Height. Dis- charge. 1 2 3 4 Feet. 3.85 3.73 3.65 3.35 3.25 3.12 3.01 3.02 Sec.-ft. 566 492 447 296 252 203 165 169 Feet. 2.71 2.64 2.62 2.60 2.65 2.59 2.53 2.62 2.65 2.61 2.57 2.67 2.95 3.02 2.86 2.75 2.66 3.98 3.11 2.85 2.76 2.70 2.65 2.60 2.55 2.52 2.46 2.42 2.41 2.39 2.45 Sec.-ft. 82 68 65 61 70 59 50 65 70 63 56 74 146 169 119 91 72 656 200 116 93 80 70 61 53 49 41 37 36 34 40 Feet. 2.42 2.40 2.38 2.35 2.35 2.32 2.33 2.33 2.33 2.25 2.29 2.29 2.25 2.25 2.27 2.25 2.25 02.28 2.30 2.31 2.31 2.36 2.35 2.41 2.44 2.41 2.42 2.51 2.50 2.48 Sec.-ft. 37 35 33 31 31 29 30 30 30 25 27 27 25 25 26 25 25 27 28 29 29 32 31 36 39 36 37 47 46 44 Feet. 2.45 2.40 2.35 2.38 2.45 2.50 2.51 2.55 2.60 2.66 2.59 2.59 2.57 2.55 2.62 .81 2.95 o2.91 2.88 2.76 2.73 2.70 2.68 2.65 2.64 2.65 2.68 2.69 2.70 2.71 2.73 Sec.-ft. 40 35 31 33 40 6 7 8 46 47 53 9 10 2 . 70 80 2.89 128 61 72 11 o2.86 02.83 o2.80 2.78 2.76 2.65 2 75 2.72 2.70 2.69 2.65 2.69 2.70 2.66 2.60 2.65 2.63 2.60 2.60 2.65 2.79 119 111 103 198 93 70 91 84 80 78 70 78 80 72 61 70 66 61 61 70 101 59 12 13 14 59 56 53 15 16 17 . 18 63 106 146 134 19 125 20 93 21 87 22 80 23 76 24 70 25 68 26 70 27 76 28 78 29 80 30 82 31 87 0 Gauge heights interpolated. Monthly Discharge of Milk River at Pendant d'Oreille, for 1913. (Drainage area 2,175 sqaure miles). Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inclies on Drainage Area. Total in Acre-feet. April (6-30) 1,588 929 685 566 656 47 146 347 270 156 61 34 25 31 894.0 493.0 306.0 146.0 95.0 31.7 71.2 0.411 0.227 0.141 0.067 0.044 0.015 0.033 0.38 0.26 0.16 0.08 0.05 0.02 0.04 44,352 May 30,313 June 18,208 July 8,977 August 5,841 September 1,886 October 4,378 The period 0.99 113,955 No. 25c.— 16^ 238 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 MILK RIVER AT SPENCER's LOWER RANCHE. This station was established August 7, 1909, by F. H. Peters. In August, 1913, it was re-estabUshed as an international station. It is located south of the international boundary, on the N.E. % Sec. 6, Tp. 37 N, Rge. 9, E. of Montana Principal Meridian, and is south of the S.E. X Sec. 3, Tp. 1, Rge. 5, W. 4th Mer., in Canada. It is 90 miles by trail from IMilk River station, 26 miles from Pendant d'Oreille police detachment and one half mile from Brownlee's ranche house in Montana. The original staff gauge is located 1000 feet upstream from the international boundary. On August 13, 1913, an automatic gauge was established 300 feet south of the boundary. The gauge is a Gurley weight-cMven automatic water stage register and is enclosed in a wooden shelter five feet square. A staff gauge is also placed outside the gauge house. The zero of the gauge (elev. 82.94) is referred to a permanent iron bench mark (assumed elev. 100.00), situated at the old gauge 1300 feet upstream on the left bank. The channel is straight for 500 feet above and 600 feet below the station. The right bank is high and clean; the left is high and very heavily wooded. Neither is liable to over- flow. The bed of the stream is composed of gravel and rock near the left bank and of quick- sand and rock from the middle to the right bank, Discharge measurements at ordinary stages are made by wading at the gauge. The initial point for soundings is a spike driven in a 4"x 6" timber in the left bank inline with the downstream side of the gauge house. At high stages, measurements are made by means of a cable and car 1800 feet upstream. During 1913, the old gauge was read by A. W. Brownlee from April 1st to September 30th. During the remainder of the year the staff gauge at the automatic gauge was read by Frank Gallaway. Discharge Measurements of Milk River at Spencer's Lower Ranche, in 1913. Date. Hydrographer. Width. Area of Section. Mean Ve locity. Gauge Height. Discharge. April 26 April 28 May 16 May 18 May 30 June 18 July 8 July 22 July 25 Aug. 13 Aug. 13 Sept. 4 Sept. 18 Oct. 8 Oct. 24 Nov. 7 Nov. 9 Dec. 24 Feet. J. E. Degnan do do J. B. Stewart (u.S.G.s.) J. E. Degnan do do J. B. Srewart (u.S.G.s.) J. E. Degnan do J. B. Stewart (u.S.G.s.). J. E. Degnan do do do do W. A. Lamb (u.S.G.s.). . do 121 114 108 116 126 109 57 62 51 49 53 44 29 49 49 49 50 42 Sq.-fl. 212 200 193 216 251 120 71 56 50 43 40 27 20 42 48 46 56 18 Ft. per sec. 2.69 2.01 2.63 2.18 2.06 1.70 2.33 1.45 1.63 1.39 1.48 1.25 1.12 1.31 1.53 1.19 1.52 0.81 Feet. a 3.58 3.26 3.45 3.45 3.70 2.71 2.72 2.23 b2.16 c2.98 2.95 Sec. -ft. 572.0 403.0 508.0 470.0 518.0 205.0 165.0 81.0 84.0 60.0 59.0 34.0 22.0 55.0 74.0 55.0 85.0 14.7 a-b Gauge heights from rod below cable station zero elev. 85-32. c-d Gauge heights from rod at automatic guage, zero elev. 82-84. MILK RIVER DRAINAGE BASIN 239 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Milk River at Spencer's Lower Ranehe, for 1913. April. May. June. July. D.\Y. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 .T Feel. o5.50 5.55 4.23 5.80 5.60 4.27 4.55 4.61 4.45 4.18 4.20 4.42 4.50 4.55 4.52 4.48 4.41 4.18 4.25 4.10 4.04 4.10 4.05 3.97 3.75 3.58 3.37 3.29 3.32 3.45 Sec.-ft. 60 c 105 130 330 480 550 680 720 1,078 l,259(i 1.287 1,634 1,771 1,858 1.806 1.737 1.617 1,259 1,362 1,149 1,070 1,149 1.082 984 748 603 461 419 434 509 Feet. 3.63 3.51 3.41 3.25 3.32 3.28 3.27 3.29 3.23 3.18 3.22 3.26 3.29 3.20 3.32 3.42 3.46 3.45 3.46 3.66 3.52 3.93 3.74 3.65 3.58 3.60 3.57 3.56 3.56 3.67 3.65 Sec.-fl. 642 550 484 398 434 414 408 419 388 363 383 403 419 373 434 490 516 509 516 667 557 937 739 658 603 618 595 587 587 676 658 Feet. 3.67 3.70 3.65 3.60 3,38 3.24 3.19 3.14 3.10 3.07 3.05 2.95 3.00 2.89 2.87 2.86 2.75 2.72 2.70 2.90 2.87 2.83 2.79 2.84 2.88 2.76 2.83 3.23 2.94 2.89 Sec.-ft. 676 702 658 618 467 393 368 343 325 311 302 261 281 239 232 229 192 184 179 243 232 218 205 222 236 195 218 388 257 239 Feet. 3.74 3.63 3.55 3.16 2.99 2.86 2.75 2.72 2.68 2.65 2.62 2.56 2.48 2.45 2.45 2.42 2.34 2.33 2.31 2.32 2.30 2.15 2.17 2.17 2.16 2.16 2.14 2.14 2.12 2.12 2.116 Sec. ft. 739 2. 642 3 580 4 ■ 353 5 277 6 : 229 7 192 8 184 9 175 10 168 11 161 12 148 13 131 14 125 15 121 16 119 17 104 18 102 19 99 20 101 21 97 22 74 23 77 24 77 25 75 26 75 27 73 28 73 29 70 30 70 31 69 a to b Gauge heights from staff gauge at upper section. c to d Discharges are estimated due to ice conditions prevaiUng. 240 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Milk River at Spencer's Lower Ranche, for 1913. Day. August. September. October. November. December. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. a2.12 2.11 2.11 2.10 2.12 2.13 2.13 2.13 2.14 2.14 2.08 2.08 62.98 c3.40 3.56 3.35 3.18 4.58 4.41 4.01 3.63 3.29 3.12 3.04 2.98 2.93 2.89 2.86 2.82 2.80 2.77 Sec.-ft. 70 69 69 68 -70 72 72 72 73 73 66 66 61 99 115 96 82 207 193 158 125 95 80 74 69 66 62 60 56 54 52 Feel. 2.75 2.72 2.60 2.55 2,53 2.50 2.48 2.47 2.46 2.46 2.46 2.44 2.43 2.43 2.43 2.42 2.43 2.43 ■ 2.45 2.45 2.48 2.54 2.62 2.58 2.58 2.63 2.66 2.65 2.70 2.76 Sec.-ft. 50 47 36 32 31 28 27 26 25 25 25 24 23 23 23 22 23 23 24 24 27 31 38 35 35 39 42 41 46 51 Feet. 2.76 2.74 2.71 2.70 2.77 2.86 2.87 2.82 2.83 2.89 2.88 2.86 2.88 2.88 2.90 2.89 2.97 3.30 3.30 3.22 3.15 3.08 3.05 3.05 3.03 3.02 3.00 3.02 3.01 3.04 2.92 Sec.-ft. 51 49 46 46 52 60 61 56 58 62 61 59 61 61 62 61 68 98 97 90 84 77 74 74 71 70 67 67 66 67 56 Feet. 3.02 3.09 3.03 3.03 3.08 3.08 (i3.06 3.07 3.14 3.18 3.10 3.08 3.00 2.85 3.25 3.15 3.40 3,26 3.24 3.18 2.98 3.44 3.10 3.11 3.12 3.13 3,14 3,15 3,16 3.18 Sec.-ft. 65 70 64 63 66 65 63 71 85 89 82 80 72 59 95 86 108 96 94 89 71 112 82 83 84 85 86 86 87 89 Feet. 3.22 3.24 3.30 3.30 3.30 3.30 3.30 3.30 3,30 3,28 3,28 3,28 3.28 3,28 3.28 3.28 3,38 3,38 3,38 3,37 3,00 2,45 2.09 Sec.-ft. 2 3 4 5 6 7 8 9 10... 11 12 13 14 15 16 17 18 19 20 21 22 23 25 e2.00 27 28 29 31 a tob Gauge lieights from daily readings on staff at upper section. c to d Gauge heights from automatic gauge record. d to e Gauge heights from daily readings on staff at automatic gauge. / Ice conditions after Nov. 30; not sufficient data to compute discharge. Monthly Discharge of Milk River at Spencer's Lower Ranche, for 1913. (Drainage area 2,448 square miles). Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean Per square Mile. Depth in inches on Drainage Area. Total in .\cre-feet. 1.858 937 702 739 216 51 98 112 60 363 179 69 52 22 46 59 944 530 320 180 85 32 66 81 • 0.386 0.217 0.131 0.074 0.035 0.013 0.027 0.033 0.431 0.250 0.146 0.085 0.040 0.014 0.031 0.037 56.172 32.588 19.041 July 11,068 5.214 1.874 4.027 4.814 1.034 134,798 MILK RIVER DRAINAGE BASIN 241 eg eg o 4^ O K o 5 2 o O o D 02 )NAL PAPER No. 25c 1 z t- ^ (M 00 t- CO u t- c: ■* 10 \a U5 >J o2S co Ol y-t c- 10 •* s ^2^ ■» '"' ^^ « < P. "(3 0 0 0 0 b 0 0 0 0 § o o rt 0 0 0 0 Z T3< D •a rt rt t-« . t- •>* !• 00 IN N N ^ S a o -^ < a D ■0 rt 05 •* t- a Til 1* ■«t c > « s 00 ik ev 1 •- ' < e^ 1 N »H ^ ^ . ot in (O CO r- < c ) 0 CO r^ 1 z 0 p ^ ^ H i . c/ 3 I a) 0 c CO 2 a CJ c i 'Z c 1 f I ^ ft. (A C c ^ 1 p , > c < ' .5 1 (. 5 ^ c 0 c c" i 1 ~ c u 1 « ^4. a 1 I 1 c. < k: ; S t< 1/ 1 242 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 DEER CREEK AT DICKENSON's RANCHE. This station was established May 26, 1911, by J. E. Degnan. It is 22 miles by trail from Coutts and is located on the S.W. % Sec. 15, Tp. 1, Rge. 12, W. 4th Mer., about 300 feet above the dam and intake of Dickenson Bros' irrigation ditch and about one quarter of a mile above their ranche buildings. The gauge, which is a plain staff graduated to feet and hundredths, is located at the right bank. The zero (elev. 92.72) is referred to the top of a post at the final point for soundings on the right bank (assumed elev. 100.00). The stream flows in one channel and is straight for about 30 feet above and 100 feet below the station. The right bank is composed of a sandy loam, covered with rose bushes, and is liable to overflow. The left bank is high and liable to overflow. The bed of the stream is composed of gravel and sand and is about 40 feet wide. In ordinary stages the stream averages from six feet to ten feet wide and runs along the right side of the bed. It is liable to great change in high water but apparently remains constant in low water. Discharge measurements are made by wading. The initial point for soundings is the face of a stake driven in the left bank and marked "I. P." No gauge height observations were obtained during 1913 as it was impossible to secure an observer. DEER CREEK CATTLE COMPANY IRRIGATION DITCH. This station was established on April 27, 1912, by J. E. Degnan. It is located on the S.W. '4 Sec. 36, Tp. 1, Rge. 12, W. 4th Mer. It is 200 feet below the dam and intake of the ditch. The gauge, which is a plain staff graduated to feet and hundredths, is located at the left bank. The zero (elev. 93.49) is referred to a permanent bench mark (assumed elev. 100.00), located on a stone on the northwest corner of the bam foundation, about 100 feet east of the gauge. The original bed of the stream is composed of clay, but a great amount of sand has washed in from the creek, causing a continual change in the cross-section. The banks are not liable to overflow, the surplus water finding its way through the two spillways at the dam. Discharge measurements are made by wading. The initial point for sounding is a spike driven in the downstream brace post of the gauge. During 1913, the gauge was read by F. W. Webster from March 29th until it went dry on July 14th. As no discharge measurements were obtained during the season no estimate of the discharge has been made. MILK RIVER DRAINAGE BASIN 243 SESSIONAL PAPER No. 25c Study of Conditions of Flow of Deer Creek, in 1913. Date. Hydrographer. Location. Discharge. June 13-14 J. E. Degnan S.W. 36-1-12-4 Sec.-fL 0 43 do S.E. 35- '■ 0 77 do N.E. 26- " 0 61 .. do S.W 26- 0 55 do N.E. 22- " 0 76 do S.W 22- " .... 0 88 do N.W. 15- " 0 95 .. .. do S.W. 15- " 0 92 July 3 do S.W. 36-1-12-4 1 40 do S.E. 35- " 1 50 do N.E. 26- " 1 46 do S.W. 26- " 1 51 July 7 do N.E. 22-1-12-4 1 20 do S.W. 22- " 1 24 do N.W. 15- 1 42 • • do S.W. 15- " 1 47 July 11 J. E. Degnan S.W. 36-1-12-4 0 52 do S.E. 35- " 0 98 do N.E. 26- " 1 00 do S.W. 26- N.E. 22- " 1 31 •• do 0 88 " do N.W. 15- " 1 08 •• do S.W. 15- " . 0 86 Aug. 29 do S.W. 36- " 0 032 N.E. 26- " 0 099 do ::::::;:: ::': " S.W. 26- " . 0 309 do S.W. 22- " 0 348 •• do : . : : N.W. 15- " 0 443 '• do S.W. 15- " 0 499 Oct. 2 do S.W. 36-1-12-4 . Nil do N.W. 26- " Nil " do S.W. 26- " ... 0 049 do S.W. 22- 0 068 do S.W. 15- " 0 192 Oct. 21 J. E. Degnan S.W. 36-1-12-4 0 420 do S.W. 15-1-12-4 0 698 244 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. I9I4 Miscellaneous Discharge Measurements made in Milk River drainage basin, in 1913. May 2.. June 4.. July 22.. July 28.. Sept. 1.. Sept. 16.. Oct. 3 . . Oct. 22.. Oct. 28.. May 2.. July 22.. July 28.. Sept. 1.. Sept. 16.. Oct. 3 . . Oct. 22.. Nov. 8 . . May 12.. May 27.. Jiine 5.. June 13 . . May 2 . . May. 14. . May 2.S.. June 4., June 16. . July 5., July 22. July 28. Sept. 1 . Sept. 16. Oct. 2. Oct. 3 . Oct. 22. Oct. 28. Nov. -8. May 16. Oct. 8 . July 19. Sept. 12. Sept. 27. Nov. 1. May 2. May 14. July 5. July 22. July 28. Sept. 1. Sept. 16. Oct. 3. Oct. 11. Oct. 22. Oct. 28. Nov. 5. Nov. 8. July 1. July 21. July 30. Sept. 15. April 11. Hydrographer. E. Degnan. do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do Stream. Location. Width. Bear Gulch Creek do do do do do do do do Deadhorse Creek. do do do do do do do Deer Creek do do do Halfbreed Creek. . do do do do do do do do do do do do do do Kennedy Creek... do Mackie Creek. . . . do do do Miners Creek — do do do do do do do do do do do do Police Creek .... do do do Red Creek Sec. 19-2-9-4.. , do do do do do do do do Sec. 4-2-11-4. . do do do Sec. 3-2-11-4. . do do do Sec. 15-1-12-4. do do do Sec. 28-2-10-4. do do do do do do do do do do do do do do Sec. 3-1-5-4. . . do . .. Sec. 19-2-18-4. do do do Sec. 11-2-11-4. Sec. 11-1-11-4. Sec. 10-2-11-4. do do Sec. 11-2-11-4. Sec. 10-2-11-4. do do do do do do Sec. 35-1-13-4. . . do do do Sec. 18-1-15-4. . . Feet. 8.5 3.5 Area of of Section. 5.6 6.8 6.0 4.9 9.2 9.5 9.0 8.6 4.9 8.6 9.0 9.0 6.3 6.0 5.1 10.0 13.0 4.8 Sq. feet. 6.10 3.65 6.5 24.5' 3.31 Mean Veliocty. 4.31 4.31 2.90 1.93 12. -80 16.30 11.60 9.12 1.19 9.29 2.90 3.80 3.12 2.40 1.85 6,00 8.60 1.18 2.95 30.40 Feet per sec. 1.72 0.55 1.18 1.72 1.18 0.77 0.53 1.27 1.70 1.14 0.63 0.28 0.67 1.21 1.08 0.62 0.38 0.94 1.80 1.66 0.78 0.58 1.41 Weir measurement. Water standing in pools. PAKOWKI LAKE DRAINAGE BASIN SESSIONAL PAPER No. 25c 245 PAKOWKI LAKE DRAINAGE BASIN. General Description. The drainage into Pakowki Lake comes from three different directions; from the west by way of Etzikom Coulee, from the southeast through canal and Ketchum creeks, and from the northeast through Manyberries Creek. The lake has no outlet. The streams within this drainage basin are very similar in their general characteristics, all ha^^ng narrow, deep and well defined valleys, with sparse growths of brush along the bottoms, and all drainage a sandy and verj' unproductive appearing soil. The drainage consists almost entirely of the spring run-off, the soil being so devoid of moisture as to take care of any ordinary rainfall without allowing any drainage into the streams, except during periods of exceptional rainfall. Very little information has as yet been collected regarding the flow in any of the above mentioned streams, the only one touched upon as yet being Manyberries Creek. No high water measurements have been taken, and owing to the nature of the channel it is practically impossible to estimate the spring mn-off. Hooper and Huck^-ale have constructed very efficient irrigation works, and divert water from Manyberries Creek to irrigate 2,120 acres of hay meadow. The yield of hay has been very much increased by the use of the water. MANYBERRIES CREEK AT HOOPER AND HUCKVALE's RANCHE. This station was established June 7, 1910, by H. R. Carscallen on the S.E. U- Sec. 3, Tp. 5, Rge. 6, W. 4th Mer. It was moved May 2, 1912, by J. E. Degnan to the S.W. % Sec. 27, Tp. 4, Rge. 6, W. 4th Mer. It is located about three hundred yards south of Messrs. Hooper and Huckvale's ranche buildings and one half mile downstream from the dam and intake of their irrigation ditch. The gauge, which is a plain staff graduated to feet and hundredths, is attached vertically to a post driven in the bed of the stream and securely stayed to the right bank. The zero of the gauge (elev. 87.00) is referred to a permanent iron bench mark (assumed elev. 100.00), sunk in the right bank about fifty feet north of the gauge. The channel is straight for about one hundred feet upstream and two hundred feet downstream from the station. The left bank is high and will not overflow. The right bank is low, covered with, brush, and is liable to overflow in extreme high water. The bed of the stream is composed of sand and gravel, and shifts at high stages. Discharge measurements are made by wading. The initial point for soundmgs is a post driven in the right bank. During 1913, the gauge was read by Sidney Hooper. Discharge Measurements of Manvberries Creek at Hooper and Huckvale's Ranche, in 1913. Date Hydrographer. Width. Area of Section Mean Velocity. Gauge Height. Discharge. April 29 Feet. Sq.-ft. Ft. per sec. Feet. 1.85 Dry Dry. Sec.-ft. a0.l5 July 23 do Nil. Oct. 25 . do Nil. a Discharge estimated. 246 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Heights and Discharge of Manyberries Creek at Hooper and Huekvale's Ranche, for 1913. March. April. May. June. D.\Y. Gauge Height. Dis charge. Gauge Height. Dis charge. Gauge Height. Dis charge. Gauge Height. Dis charge. 1 Feet. Sec. ft. Feet. 64.73 4.60 4.54 4.96 3.19 4.38 3.66 3.64 4.87 4.84 4.74 4.79 4.75 4.31 3.05 2.78 2.96 2.60 2.05 1.97 1.93 1.86 1.86 61.86 61.86 61.85 61.85 61.85 1.85 1.85 Sec. ft. 76.00 63.00 61.00 75.00 16.10 55.00 31.00 30.00 72.00 71.00 68.00 69.00 68.00 53.00 12.70 7.70 10.80 5.20 0.70 .38 .26 .12 .12 .12 .12 .10 .10 .10 .10 0.10 Feet. 1.86 1.02 1.11 1.13 1.85 1.85 1.85 1.83 1.81 1.80 1.77 1.78 1.82 0 3.28 2.09 2.00 1.96 1.90 1.85 1.85 1.85 1.84 1.83 1.72 1.65 1.64 1.62 1.60 1.61 1.60 Sec. ft. 0.12 .00 .00 .00 .10 .10 .10 .06 .02 .00 .00 .00 0.04 76.00 18.70 0.86 .50 .34 .20 .10 .10 .10 .08 .06 .00 .00 .00 .00 .00 .00 0.00 Feet. 1.60 61.59 61.58 1.58 1.58 1.57 1.57 1.57 1.57 1.57 1.58 1.59 1.59 1.60 1.60 1.60 ■'2!64" 1.95 1.76 3.58 2.38 2.68 2.44 1.85 Sec. ft. 0.00 2 .00 3 .00 4 .00 5 . : . . . .00 6 .00 7 2.75 2.96 63.17 4.85 3.88 2.92 2.82 2.88 2.52 2.20 2.12 1.80 1.63 7.20 10.80 15.60 71.00 38.00 10.10 8.30 9.30 4.30 1.50 1.02 0.00 0.00 Nil. 29.00 72.00 70.00 .00 8 .00 9 .00 10 .00 11 .00 12 .00 13 .00 14 .00 15 .00 16. . . .'. 0.00 17 Nil. 18. 19 " 20 " 21 ., 22 " 23 0.66 .30 25 0.00 26 28.00 2.90 28 6.20 3.60 4.86 4.80 3.50 30 0.10 Below gauge heights 1.80 water standing in pools. a Gauge submerged; discharge estimated. 6 Gauge heights interpolated. Monthly Discharge of Manyberries Creek at Hooper and Huekvale's Ranche, for 1913. (Drainage area 139 square miles). Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area Total in Acre-feet March (7-31) 72.00 0 00 13.90 27.90 3.15 1.39 0.100 0.200 0.023 0.010 0.09 0.22 0.03 0.01 690 75.00 0.10 76.00 i 0.00 28.00 0.00 1,660 194 83 The period 0.35 2,627 SAGE CREEK DRAINAGE BASIN 247 SESSIONAL PAPER No. 25c HOOPER AND HUCKVALE IRRIGATION DITCH. This station was established May 2, 1912. by J. E. Degnan. It is located on the S. W. J4 Sec. 27, Tp. 4, Rge. 6, W. 4th Mer., about 100 yards north of ^lessrs. Hooper and Huekvale's ranche buildings and 700 feet downstream from the dam and intake of the ditch. The gauge, which is a plain staff graduated to feet and hundredths, is attached vertically to a post driven in the bed of the stream and securely stayed to the right bank. The zero of the gauge (elev. 93.35) is referred to a permanent bench mark (assumed elev. 100.00), on the northwest corner of the foundation of the ranche house. The channel is straight for about 50 feet above and 30 feet below the station. The bed of the stream is composed of clay and is not liable to shift. Discharge measurements are made with a current meter by wading. The initial point for soundings is a post driven in the right bank. During 1913, the gauge was read by Sidney Hooper from ISIarch 7th until ]May 31st. As no discharge measurements were obtained during the season no estimate of the discharge has been made. MiscELLANEors DISCHARGE MEASUREMENTS made in Pakowki Lake drainage basin, in 1913. Date. Hydrographer. Stream. Location. Width. Area of of Section. Mean Velocity. Discharge . July 23... • 25 J. E. Degnan do do do do Canal Creek do do Ketchum Creek — do Sec. 6-4-6-4 do Feel. 4,2 Sq. feel. 4.15 Feet per sec. 0.^3 Sec.-fl. 3.44 Dry. Oct. 25 do . . Dry. July 23 Sec. 16-4-6-4. . . Dry. Oct. 25 do Dry. SAGE CREEK DRAINAGE BASIX. General Description. ^ Sage creek is a small unimportant stream which rises in township 5, range 4, west of the 4th meridian, and flows southerly, crossing the international boundary in range 2. The stream has no definite or permanent source of supply, and derives its discharge prin- cipalh' from the melting of snow, which accumulates in numerous coulees during the winter montias. The period of flow therefore is in general confined to the spring months while the melting snow is passing off. Very heavy rains sometimes cause a flow, but the drainage area being absolutely devoid of tree growth the run-off is very rapid. After entering the United States, Sage Creek spreads out over a large dry lake ^yhich has no outlet. Tliis lake is about ten miles long and averages one and a half miles in width, and Lies close to the boundary. The lake is bounded on the south by a low range of hills and at some time has held two or three feet of water at its deepest parts. Since 1908 there has been no water in the lake. SAGE CREEK AT WILD HORSE POLICE DETACHMENT. This station was established on August 10, 1909, by F. H. Peters. It is located on the N.E. X Sec. 9, Tp. 1, Rge. 2, W. 4th Mer., about one and a quarter miles from Wild Horse police post. It is about 115 miles by trail from Milk River P.O. The gauge, which is a plain staff graduated to feet and hundredths, is fixed to a post in the centre of the channel. The zero of the gauge (elev. 93.30) is referred to a permanent iron bench mark (assumed elev. lOO.(X)), situated on the right bank 1020 feet south and 600 feet east of % mound north of Sec. 9. The channel is straight for 40 feet above and below the station. The banks are composed of hard clay, and are high, but liable to overflow. The bed is composed of hard gumbo elaJ^ Discharge measurements are made with a meter by wading. The initial point for soundings is the face of a post on the right bank, marked "LP." in red paint. During 1913, the gauge was read by George Sherwood. As no discharge measurements were obtained during the season no estimate of the discharge has been made. 248 STREAM MEASUREMENTS, 1913 4 GEORGE V. A. 1914 LODGE CREEK DRAINAGE BASIN. General Description. Lodge Creek, which rises in township 7, range 3, west of the fourth meridian, flows in a southerly direction for about 12 miles, then turns southeastward, crosses the international boundary in section 4, township 1, range 28, west of the third meridian, and eventually empties into Milk River Chinook, JNIontana. Its principal tributary is Middle Creek, which joins it in section 4, township 2, range 29, west of the third meridian. Near its head the valley is very deep and narrow but it broadens out considerably lower down, giving rise to large flats and meadows. The upper part of the drainage basin is cut up to a great extend by deep coulees which drain into the creek. This part of the creek is thickly covered with brush along the banks, but lower down it is totally devoid of tree growth. The valley is rather unproductive owing to the absence of moisture but a few good hay meadows have been developed along its course through the storage of the flood waters and their application to the soil by irrigation. As is the case with many of the streams in this locality the flow in Lodge Creek, is not continuous throughout the year, the creek being dry, with the exception of pools of standing water, during the greater part of the summer months. At flood stages the creek carries a considerable amount of water and as a result its channel is wide and well defined throughout the whole length of its course. Three stations have been established on the main stream, at Willow Creek Police detachment near the international boundaiy, at Hartt's ranehe near the head of the creek and about midway between these last two at Hester's ranehe near the fourth meridian. Descriptions of these stations are given below. EAST BRANCH OF LODGE CREEK AT ENGLISH'S RANCHE. This station was established on October 7, 1911, by M. H. French. It is located at James English's ranehe in the S.E. h Sec. 1, Tp. 7, Rge. 3, W. 4th Mer., about 150 feet north of his house. It is five miles above the junction with the main creek and about 45 miles by trail from Medicine Hat. The gauge, which is a plain staff graduated to feet and hundredths, is nailed to a post sunk in the bed of the stream near the right bank. The zero of the gauge (elev. 95.35) is referred to a permanent iron bench mark (assumed elev. 100.00), located on the left bank four feet from the initial point for soundings and in line with the regular cross section. The channel is straight for about 50 feet above and 25 feet below the station. Both banks are wooded and high enough to contain the stream during aU stages. The bed is composed of very coarse gravel and will not shift. Discharge measurements are made with a meter by wading, a short distance above the gauge. The initial point for soundings is a four inch stake, one foot above ground, on the left bank. During 1913, the gauge was read by Mrs. Annie English. Water is diverted from this stream at a point about three miles above this station, by James English. During the irrigation season almost the total flow is diverted. Discharge Measurements of E. Br. Lodge Creek at English's Ranehe, in -1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge . May 10 H. D. St. A. Smith Feet. 14.0 Sq.-ft. 5.51 Ft. per sec. 1.15 Feet. 1.35 0.88 0.82 Sec.-ft. 6.44 J line 12 do aO.24 July 9 . do a0.17 July 31 Sept 1 do Nil. b do do b Sept. 24 Oct. 15 do .... do b do do b Nov. 10 do do b Weir Measurement. Creek dry. LODGE CREEK DRAINAGE BASIN 249 SESSIONAL PAPER No. 25c Daily Gauge Height and Dis'charge of E. Br. Lodge Creek at English's Ranche, for 1913. April. May. June. J Lily. Day. Gauge Dis Gauge Dis Gauge Dis Gauge Dis- Height. charge. Height. charge. Height. charge. Height. charge. Feel. Sec.-ft. Feel. Sec.-ft. Feet. Sec.-fl. Feet. Sec.-ft. 1 3.90 cO.OO 1.24 4.10 0.77 0.11 1.22 3.70 2 4.00 62.00 1.26 4.40 0.72 0.07 1.22 3.70 3 4.10 4.00 1.28 4.70 0.72 0.07 1.17 3.00 4 4.20 5.00 1.28 4.80 0.72 0.07 1.07 1.69 5 4.48 6.00 1.30 5.30 0.72 0.07 0.97 0.78 6 4.23 7.00 1.30 5.30 0.72 0.07 0.82 0.16 7 4.54 10.00 1.30 5.30 0.72 0.07 0.82 0.16 8 4.54 4.55 12.00 13.00 1.30 1.26 5.30 4.40 0.72 0.75 0.07 0.09 0.82 0.82 0.16 9 0.16 10 4.54 18.00 1.35 6.40 0.75 0.09 0.82 0.16 11 4.58 29.00 1.38 7.10 0.77 0.11 0.82 0.16 12 4.61 30.00 1.40 7.60 0.79 0.12 0.82 0.16 13 3.50 42.00 1.40 7.60 0.81 0.14 0.82 0.16 14 3.48 72.00 1.45 9.10 0.83 0.17 0.82 0.16 15 3.42 100.006 1.58 14.00 0.82 0.16 0.82 0.16 16 3.30 114.00 1.50 10.90 0.82 0.16 0.82 0.16 17 2.95 93.00 1.48 10.17 0.78 0.11 0.82 0.16 18 2.72 79.00 1.40 7.60 0.78 0.11 0.82 0.16 19 2.55 69.00 1.40 7.60 0.78 0.11 0.82 0.16 20 2.35 57.00 1.35 6.40 0.76 0.10 0.82 0.16 21 2.15 45.00 1.20 3.40 0.74 0.08 0.82 0.16 22 2.05 39.00 1.21 3.60 0.72 0.07 0.82 0.16 23 1.82 25.00 1.11 2.20 0.72 0.07 0.77 0.11 24 1.71 19.70 1.09 1.92 0.72 0.07 0.77 0.11 25 1.62 15.60 1.06 1.58 0.87 0.26 0.77 0.11 26 ' 1.42 8.20 1.01 1.09 1.02 1.19 0.77 0.11 27 1.32 5.80 0.96 0.70 1.12 2.33 Dry. a Nil. 28 1.30 5.30 0.94 0.58 1.17 3.00 ** 29 1.30 5.30 0.91 0.41 1.17 3.00 *' ** 30 1.25 4.20 0.86 0.23 1.17 3.00 ** ** 31 0.81 0.14 a Creek dry from July 27 to end of year. b Discharge estimated on account of ice from April 2 to April 15. c No water running. Monthly Discharge of East Branch Lodge Creek at English's Ranche, for 1913. (Drainage area 15 square miles). Discharge in Second-Feet. Run-Off. Month. Maximuifi. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. 114.00 14.00 3.00 3.70 0.00 0.14 0.07 0.00 31.200 4.970 0.603 0.517 2.080 0.330 0.040 0.034 2.32 0.38 0.04 0.04 1.856 May 306 June ... ... 36 July 32a August September ... October The period 2.78 2,230 a Creek dry July 27 to end of year. 250 STREAM MEASUREMENTS, 1913 ANDERSON DITCH NEAR THELMA. 4 GEORGE V. A. 1914 This station was established on September 23, 1911, bv W. A. Fletcher. It is located on the S.W. K Sec. 23, Tp. 6, Rge. 3, W. 4th Mer., about fifteen feet below the intake of the ditch, and about one quarter of a mile from Robert Anderson's house. The gauge, which is a plain staff graduated to feet and inches, is fixed to a post at the left bank of the ditch. The zero of the gauge (elev. 98.64) is referred to the top of a stake (assumed elev. 100.00). about five feet southeast of the gauge. The channel is straight for twenty feet above and thirty feet below the gauge. Both banks are low but are not liable to overflow. The bed is composed of clay and gravel and is not liable to shift. Discharge measurements are made by wading near the gauge. The initial point for soundings is the inner face of the post used as a bench mark. No water was diverted during 1913. LODGE CREEK AT HARTt's RANCHE. This station was established July 22, 1909, by F. T. Fletcher. It was originally located just north of the road allowance between Sees. 10 and 15, Tp. 6, Rge. 3, W. 4th Mer., but was moved on June 22, 1912, by G. R. Elliott, about 800 feet downstream to the N.W. U See. 10, Tp. 6, Rge. 3, W. 4th Mer., about one mile below the junction of the east branch. It is about 45 miles by trail south of Medicine Hat. The gauge, which is a plain staff graduated to feet and hundredths, is nailed to a support on the upstream side of the wooden bridge near Mr. Hartt's house. The zero of the gauge (elev. 83.33) is referred to a permanent iron bench mark, (assumed elev. 100.00), which is located at the permanent section on the left bank, five feet south of the initial point for sound- ings and in line with the section. The channel is straight for about 200 feet above and 50 feet below the station. The banks are high, steep and not liable to overflow. Both are covered with a dense growth of wiUow brush. The bed of the stream is composed of soft clay and there is one channel at all stages. At periods of no flow, water stands at a depth of as much as two feet at the gauge. Discharge measurements are made during high water with a meter at the gauge. At ordinary stages measurements are made with a meter by wading, 840 feet upstream. The initial point for soundings is the face of a four inch post marked "LP." located on the left bank, 300 feet north and 215 feet west of the gauge. During 1913, the gauge was read by Mrs. Ed. Hartt. Discharge Measurements of Lodge Creek at Hartt's Ranche, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 20 H. D. St. .-X Smith Feet. 20.5 12.1 10.0 Sq.-ft. 78.30 19.10 5.95 Ft. per sec. 1.04 0.51 0.18 Feet. 6.30 3.25 2.40 Sec.-ft. 81.70 May 10 do 10.00 June 13 do 1.07 July 10 do Aug. 1 do a Sept. 1 do Sept. 21 do a Oct. 14 do a Nov. 7 do a Creek dry at section. Water standing in pools. LODGE CREEK DRAINAGE BASIN 251 SESSIONAL PAPER No. 25c Daily Gauge Heights and Discharge of Lodge Creek at Hartt's Ranehe, for 1913. V April. May. June. July. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1. Feel. 4.40 3.45 3.20 3.80 4.45 8.32 8.95 9.60 10.26 9.90 9.86 11. 0 9.50 8.92 7.88 7.80 6.10 6.18 6.28 6.65 5.15 5.00 4.95 3.55 3.45 3.43 3.50 3.95 3.65 3.45 Sec.-fl. 32.0 13.3 9.3 19.6 33.0 145.0 165.0 186.0 204.0 195.0 194.0 236.0 182.0 164.0 132.0 109.0 76.0 78.0 81.0 93.0 49.0 46.0 44.0 15.0 13.3 13.0 14.2 22.0 17.0 13.3 Feel. 3.15 3.35 3.35 3.22 3.20 3.05 3.25 3.30 3.18 3.40 3 75 3.58 3.95 4.95 4.93 4.90 3.63 3.55 3.21 3.15 3.10 2.90 2.65 2.75 2.65 2.60 2.58 2.55 2.50 2.47 2.43 Sec.-fl. 8.70 11.60 11.60 9.60 9.30 7.40 10.00 10.80 9.10 12.40 18.70 , 15.50 22.00 44.00 44.00 43.00 16.40 15.0) 9.50 8.70 8.00 5.60 3.00 4.00 3.00 2.60 2.40 2.20 1.76 1.54 1.27 Feel. 2.40 2.37 2.36 2.35 2.35 2.34 2.30 2.30 2.29 2.24 2.22 2.20 2.40 2.40 2.25 2.22 2.19 2.14 2.11 2.04 2.09 2.17 2.32 2.38 2.48 2.32 2.63 2.77 2.67 2.52 Sec.-ft. 1.07 0.90 0.84 0.78 0.78 0.73 0.52 0.52 0.48 0.26 0.19 0.12 1.07 1.07 0.30 0.19 0.10 Nil 0.05 0.62 0.95 1.62 0.62 2.90 4.20 3.20 1.92 Feel. 2.37 2.37 2.42 2.42 2.40 2.37 2.37 2.27 2.22 2.15 Sec.-ft. 0.90 2 -. 0.90 3 1.20 4 1.20 5 1.07 6 0.90 7 0.90 8. 0.39 9 0.19 10 Nil a 11. 12 " 13 ■ " 14 ' 15. " 16 . 17 " 18 ' 19. 20 " 21 22 •' 23 . 24 " .. 27 •• 28 " 29 " 30 31 a No flow, water standing in pools from July 10 to end of year. Monthly Discharge of Lodge Creek at Hartt's Ranehe, for 1913. (Drainage area 78 square miles). Discharge in Second-Feet. Maximum. Minimum. Mean. Per square Mile. Run-Off. Depth in inches on Drainage Area. Total in Acre-feet. April May June July August. . . . September. October 236.00 44.00 4.20 1.20 9.30 1.27 0.00 0.00 87.10 12.00 0.87 0.25 1.120 0.154 0.011 0.003 1.25 0.18 0.01 0.00 5,183 738 52a lib b b b The period. 5,988 a Creek standing in pools June 18-21. b Creek standing in pools July 10 to end of year. LODGE CREEK .\T HESTER S RANCHE. This Station was established August 31, 1912, by G. R. Elliott. It is located on the N.E. H See. 36, Tp. 3, Rge. 1, W. 4th Mer., and is about seventeen miles by trail west from Govenlock P. O., Sask. The gauge, whieh is a plain staff graduated to feet and hundredths, is fixed to "a heavy post, sunk in the bed of the stream at the right bank, 305 feet S.33° E.of the quarter No. 2.5c.— 17 252 STREAM MEASUREMENTS, 1913 4 GEORGE V. A. 1914 mound of See. 36, Tp. 3, Rge. 1, W. 4th Mer. The zero of the gauge (elev. 87.51) is referred to a permanent iron bench mark (assumed elev. 100.00), situated on the right bank immediately back of the initial point. The channel is straight for 100 feet above and 30 feet below the station. The banks are high, brush covered, and are not liable to overflow. The bed is composed of clean gravel. Discharge measurements are made at the gauge, at ordinary stages by wading and at low stages by a weir. The initial point for soundings is the face of a five inch post on the right bank marked "I.P" in knife cuts. During 1913, the gauge was read by Miss Marcia Hester. DiscHAKGE Measurements of Lodge Creek at Hester's Ranche, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 22 H. D. St. .A.. Smith Feel. 24.0 17.5 Sg.-fi. 33.60 6.69 Fl. per sec. 2.42 1.69 Feel. 2.45 0.92 0.30 0.32 0.31 Sec.-ft. 81.50 May 12 do 11.37 June 14 do ... .a July 11 do 0.08 Aug. 1 do a Aug. 28 do b Sept. 20 do b Sept. 28 do b Oct. 13 do b Nov. 5 do 6 a Not enough water to break over weir. b Creek dry. Daily Gauge Height and Discharge of Lodge Creek at Hester's Ranche, for 1913. April. May. June. July. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feel. Sec.-n Feel. 1.28 1.08 1.05 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.23 1.23 1.23 1.43 1.63 1.43 1.43 1.23 1.03 1.03 0.83 0.83 0.83 0 63 0.63 0.63 0.63 0.63 0.63 0.63 Sec.-ft. 21.0 15.0 14.2 13.8 13.8 13.8 13.8 13.8 13.8 13.8 13.8 19.6 19.6 19.6 27.0 35.0 27.0 27.0 19.6 13.8 13.8 8.6 8.6 8.6 4.6 4.6 4.6 4.6 4.0 4.6 4.6 Feet. 0.63 0 43 0.43 0.43 0.43 0.43 0.33 0.33 0.33 0.33 0.33 0.43 0.43 0.31 0.31 0.31 0.31 0.31 ' 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.31 0.51 0.51 0.91 Sec.-ft. 4.60 1.55 1.55 1.55 1.55 1.55 0.50 0.50 0.50 0.50 0.50 1.55 1.55 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 0.07 2.40 2.40 10. 5J Feel. 0.91 0.81 0.71 0.71 0.61 0.51 0.51 0.41 0.41 0.41 0.33 0.33 0.36 0.36 0.34 0.33 0.33 0.32 0.32 0.30 0.30 1.16 0.51 0.36 0.29 0.29 0.28 0.26 0.12 0.11 0.11 Sec.-ft. 10.50 2 8.10 3 6.10 4 6.10 5 4 10 6 2 40 7 2.40 8 1.30 9 1.30 10 1.30 11 0.50 12 0.50 13 0.60 14 0.60 15 0.55 16 0.50 17 0.50 18 0.25 19 0.25 20 0.00 21 0.00 22 17.30 23 .50a 1.50 1.50 1.30 1.30 1.10 1.10 1.50 30 30 30 22 22 16 16 30 2 40 24 0.60 25 0 00 26 0.00 27 0 00 28 0 00 29 0 00 30 0 00 31 0.00b Observations commenced. Creek dry Aug. 1 to end of year. LODGE CREEK DRAIXAGE BASIN SESSIONAL PAPER No. 25c INIoxTHLY Discharge of Lodge Creek at Hester's Ranehe, for 1913. (Drainage area 205 square miles). 253 Discharge in Second-Feet. R un-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. April (23-30) 30.00 35.00 10.50 17.30 16.00 4.60 0.07 0.00 24.50 14.20 1.14 2.20 0.120 0.069 0.006 0.011 0.36 0.080 0.007 0.013 389o 873 68 July 1356 c c c 0.136 1.465 Obser\'ations started April 23. Creek standing in pools July 20-21 and 24- Creek dry. MIDDLE CREEK AT MCKIXNOX S RANCHE. This station was established June 21, 1910, by H. R. Carscallen. It is located ou the S.W. U See. 35, Tp. 5, Rge. 1, W. 4th Mer., about 11 miles southwest of Battle Creek P. O. The gauge, which is a plain staff gi-aduated to feet and hundredths, is spiked to a braced post sunk in the bed of the stream at the left bank. The zero of the gauge (elev. 91.47) is referred to a permanent iron bench mark (assumed elev. 100.00), situated on the left bank about five feet from the edge, on the line of the cross section and 664 feet N. 41° 30' E of the N.E. corner See. 27, Tp. 5, Rge. 1, W. 4th Mer. The channel is almost straight for about 150 feet above and 100 feet below the station. The right bank is high ^\^th a gi'adual slope; the left bank is high and steep. Neither bank is liable to overflow except in extreme flood. The bed of the stream is composed of sand and coarse gravel. At ordinary stages, discharge measurements are made with a weir, and at high stages with a current meter by wading. During 1913, the gauge was read by Angus McKinnon. Springs just above this station keep the creek flowing all summer although a few miles below it is dry a large portion of the season. Discharge ^Measurements of Middle Creek at McKinnon's Ranehe, in 1913. Date. ' Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 19 H. D. St. A. Smith Feel. 18.66 9.06 6.86 Sg.-ft. 34.60 4.03 3.61 Fl. per sec. 0.90 0.26 0.24 Feel. 2.64 0.75 0.78 0.53 0.55 0.49 0.54 0.53 Sec.-ft. 31.20 June 3 do 1.17 24 do 0.88 July 18 . . do .... 0.33a Aug 14 do 0.35a Sept 11 do 0.30a Oct. 7 do 0.33a •' 27 do 3.56 > 1.22 0.87 1.06 Weir measurement. Measurements made at wading section 100 feet downstream. X . 25c.— 17 254 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Middle Creek near McKinnon's Ranche, for 1913. April. May. June. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 ... Feel. 3.00 3.00 3.00 3.00 3.00 3.00 4.78 4.32 5.60 6.70 4.48 4.52 5.20 4.55 4.20 4.00 3.30 3.05 2.50 2.34 2.18 2.03 1.97 1.80 1.74 1.55 1.52 1.45 1.42 1.30 Sec.-ft. 42.0 42.0 42.0 42.0 42.0 42.0 95.0 82.0 120.0 153.0 86.0 88.0 108.0 88.0 78.0 72.0 51.0 43.0 27.0 23.0 18.8 15.5 14.3 11.2 10.3 7.6 7.2 6.3 5.9 4.6 Feet. 1.05 1.10 1.08 1.00 0.95 0.91 0.84 0.80 0.73 0.70 0.68 0.68 0.74 1.45 2.23 2.10 1.60 1.70 1.45 1.22 0.95 0.88 0.78 0.70 0.67 0.65 0.65 0.63 0.63 0.63 0.62 Sec.-ft. 2.60 2.90 2.80 2.20 1.85 1.65 -.30 1.11 0.86 0.76 0.69 0.69 0.90 6.30 19.90 17.00 8.20 9.70 6.30 3.90 1.85 1.50 1.04 0.76 0.66 0.60 0.60 0.54 0.54 0.54 0.52 Feet. 0 62 Sec.-ft. 2 0 60 0 47 3 0 65 0 60 4 0 70 0 75 5 0 68 0 69 6 . 0 68 0 69 7 0 67 0 66 8 0 65 n An 9 0.65 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 1.04 1.09 1.14 1.16 1.16 0.78 0.72 0.71 1.05 1.70 0.58 0.57 0 60 10 0 57 11 0 57 12 :... :;: .:.: : 0 57 13 0 57 14 0 57 15 0 57 16 17 0.57 0 57 18 .. . ... 0 57 19 ... 2 50 20 2 80 21 3 20 22 3 40 23 3 40 24 1 04 25 0 82 0 79 27 . . . . 2 60 28 9 70 29 0 42 30 0 40 31 LODGE CREEK DRAINAGE BASIN 255 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Middle Creek near McKinnon's Ranche, for 1913. July. August. September. October. Day. Gauge • Dis- Gauge Dis- Gauge Dis- Gauge Dis- Height. charge. Height. charge. Height. charge. Height. charge. Feel. Sec. -ft. Feet. Sec.-ft. Feet. Sec.-ft. Feet. Sec.-ft 1 0.54 0.34 0.53 0.32 0.55 0.36 0.51 0.31 2 0.70 0.76 0.53 0.32 0.55 0.36 0.51 0.31 3 0.60 0.47 0.53 0.32 0.55 0.36 0.51 0.31 4 0.60 0.47 0.53 0.32 0.55 0.36 0.51 0.31 5 0.58 0.42 0.53 0.32 0.55 0.36 0.52 0.32 6 0.58 0.42 0.53 0.32 0.55 0.36 0.53 0.32 7.,. . 0.56 0.56 0.55 0.38 0.38 0.36 0.54 0.54 0.55 0.34 0.34 0.36 0.55 0.55 0.55 0.36 0.36 0.36 0.53 0.55 0.53 0.32 8 0.32 9 0.32 10 0.56 0.38 0.54 0.34 0.51 0.31 0.53 0.32 11 0.56 0.38 0.54 0.34 0.52 0.32 0.53 0.32 12 0.57 0.40 0.54 0.34 0.48 0.30 0.53 0.32 13 0.62 0.52 0.54 0.34 0.48 0.30 0.53 0.32 14 0.57 0.40 0.55 0.36 0.48 0.30 0.53 0.32 15 0.54 0.34 0.55 0.36 0.48 0.30 0.53 0.32 16 0.52 0.32 0.55 0.36 0.48 0.30 0.53 0.32 17 " 0.51 0.31 0.55 0.36 0.47 0.30 0.53 0.32 18 .- 0.53 0.32 1.03 2.40 0.47 0.30 0.53 0.32 19 0.52 0.32 0.83 1.25 0.47 0.30 0.54 0.34 20 0.52 0.32 0.56 0.38 0.47 0.30 0.54 0.34 21 0.53 0.32 0.56 0.38 0.47 0.30 0.54 0.34 22 1.54 7.40 0.55 0.36 0.48 0.30 0.54 0.34 23 0.92 1.70 0.55 0.36 0.48 0.30 0.54 0.34 24 0.72 0.82 0.55 0.36 0.50 0.30 0.54 0.34 25 0.60 0.47 0.56 0.38 0.50 0.30 0.54 0.34 26 0.59 0.44 0.56 0.38 0.50 0.30 0.54 0.34 27 0.56 0.38 0.56 0.38 0.50 0.30 0.54 0.34 28 0.54 0.34 0.56 0.38 0.51 0.31 0.54 0.34 29 0.54 0.34 0.55 0.36 0.51 0.31 0.54 0.34 30 0.54 0.34 0.55 0.36 0.51 0.31 0.54 0.34 31 0.53 0.32 0.55 0.36 0.54 0.34 Monthly Discharge of Middle Creek at McKinnon's Ranche, for 1913. (Drainage area 123 square miles). Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. April 153.00 19.90 9.70 7.40 2.40 0.36 0.34 4.60 0.52 0.40 0.31 0.32 0.30 0.31 48.900 3.250 1.390 0.674 0.447 0.330 0.327 0.398 0.026 0.011 0.005 0.004 0.003 0.003 0.440 0.030 0.010 0.006 0.005 0.003 0.003 2,910 200 83 July 41 27 20 October 20 The period ."t 0.497 3,301 MIDDLE CREEK AT ROSS' RANCHE. This station was established July 20, 1909, by H. R. Carscallen. It is located on the S.W. 1,4 See. 30, Tp. 5 Rge; 29 W. of 3rd Mer. about four miles southwest of Battle Creek, P.O. The gauge, which is a plain staff graduated to feet and hundredths, is nailed to a post sunk in the bed of the stream at the right bank and securely stayed. . The zero of the gauge (elev. 3290.98) is referred to a permanent iron bench mark (elev. 3297.37 irrigation surveys), situated on the right bank. 256 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 The channel is straight for 50 feet above and below the station. The right bank is high, but the left is low and liable to overflow in flood stages of the stream. The bed of the stream is composed of sand and coarse gravel with a little vegetation at the station, and may shift slightly during high water. There is only one channel at low stages but in extreme flood stages, water breaks out over the left bank and forms two channels. The current is sluggish at low stages and moderate at higher stages. Discharge measurements are made with a weir at ordinary summer stages and with a current meter by wading at high stages. During 1913, the gauge was read by Maurice Ross. The stream would be dry most of the summer at this station if it were not for the dischar- ge of a few springs a short distance above. A part of the run-off of the drainage basin above this station is held back by dams at Wright's and McKinnon's ranches and used for irrigation purposes. Discharge Measurements of Middle Creek at Ross' Ranche, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 18 H. D. St. A. Smith Feet. 13.5 5.0 6.5 Sq.-fl. 34.00 1.00 1.40 Ft. per sec. 1.74 0.56 0.53 Feel. 2.48 0.74 0.63 0.60 0.65 0.62 0.63 Sec.-fl. . 59 30 June 3 do 0 56 " 25 do 0 74 July 18 do 0 20a Aug. 14 do 4.5 1.27 0.68 0 86 Sept. 12 do 0 24a Oct. 7 do 0 24o a Weir measurement. Daily Gauge Height and Discharge of Middle Creek at Ross' Ranche, for 1913. April. May. June. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-fl. Feel. 0.71 0.70 0.69 0.67 0.64 0.63 0.61 0.63 0.65 0.68 0.67 0.66 0.66 0.65 0.64 0.63 0.62 0.62 0.64 0.86 1.02 0.93 0.82 0.68 0.66 0.66 0.64 0.64 0.64 0.64 0.64 Sec.-fl. 0.47 0.44 0.41 0.35 0.28 0.25 0.21 0.25 0.30 0.38 0.35 0.32 0.32 0.30 0.28 0.25 0.23 0.23 0.28 1.50 3.30 2.20 1.16 0.38 0.32 0.32 0.28 0.28 0.28 0.28 0.28 Feel. 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.65 0.65 0.65 0.64 0.64 0.64 0.64 0.66 0.68 0.68 0.67 0.66 0.64 0.64 0.64 0.64 0.65 0.66 Sec.-ft. 0 28 2 0 28 3 0 28 4 . . 1.45 1.22 1.00 0.84 0.70 4.37 4.59 4.85 4.59 4.51 4.22 4.08 3.79 2.67 2.56 2.20 2.12 2.18 2.16 2.07 1.88 1.29 1.06 0.94 0.83 0.73 0.72 "im.bo 203 . 00 220.00 203.00 197.00 178.00 168.00 148.00 72.00 65.00 42.00 38.00 41.00 40.00 35.00 26.00 8.00 ■ 3.90 2.30 1.24 0.53 0.50 0 28 5 0 28 6 . 0.28 7 0 28 8 0 28 9 0 28 10 0 28 11 0.28 12 0 28 13 0.30 14 0 30 15 0 30 16 0 28 17 0.28 18 0.28 19 0 28 20 0 32 21 0 38 22 0.38 23 0 35 24 0.32 25 0 28 26 0.28 27 . 0 28 28 0,28 29 0.30 30 0.32 31 a Ice conditions previous to April 8; not sufficient data to compute discharge. LODGE CREEK DRAINAGE BASIN 257 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Middle Creek at Ross' Ranehe, for 1913. Day. July. Gauge Height. Dis- charge. August. Gauge Height. Dis- charge. September. Gauge Height. Di.«- charge. October. Gauge Height. Dis- charge. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30. 31, Feet. 0.67 0.68 0.68 0.67 0.66 0.65 0.65 0.65 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.78 0.78 0.77 0.76 0.76 0.75 0.75 0.71 0.67 0.66 Sec. -ft. 0.35 0.38 0.38 0.35 0.32 0.30 0.30 0.30 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.84 0.84 0.76 0.68 0.68 0.60 0.60 0.47 0.35 0.32 Feel. 0.65 0.64 0.64 0.64 0.66 0.66 0.66 0.66 0.66 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.65 0.93 0.78 0.76 0.72 0.71 0.68 0.67 0.65 0.65 0.65 0.64 0.64 0.64 0.64 Sec.-ft. 0.30 0.28 0.28 0.28 0.32 0.32 0.32 0.32 0.32 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.30 2.20 0.84 0.68 0.50 0,47 0.38 0.35 0.30 0.30 0.30 0.28 0.28 0.28 0.28 Feet. 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0 64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 0.64 Sec.-ft. 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 0.28 Feet. 0.64 0.64 0.64 0.64 0.64 0.64 0.63 0.63 0.63 0.63 0.62 0.63 0,63 0.63 0.63 0.63 0.63 0.63 0.62 0.62 0.63 0 . 63 0.63 0.63 0 63 0.63 0.63 0.63 0.63 0.63 0.63 Sec.-ft. 0.28 0.28 0.28 0.28 0.28 0.28 0.25 0.25 0.25 0.25 0.23 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.23 0.23 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 ^Monthly Discharge of Middle Creek at Ross' Ranehe, for 1913. (Drainage area 173 square miles). Month. Discharge in Second-Feet. Minimum. Per square Mile. Run-Off. Depth in j inches on Drainage Area. Total in Acre-feet. April May June July August. . . . September. October The period. 220.00 3.30 0.38 0.84 2.20 0.28 0.28 0.50 0.21 0.28 0.28 0.28 0.28 0.23 85.50 0.53 0.30 0.40 0.41 0.28 0.25 0.495 0.003 0.002 0.002 0.002 0.002 0.002 0.405 0.004 0.002 0.002 0,002 0,002 0.002 0.419 3.731 33 18 24 25 17 15 3.863 258 STREAM MEASUREMENTS, 1913 MIDDLE CREEK AT HAMMOND S RANCHE. 4 GEORGE v., A. 1914 This station was established June 13, 1910, by H. R. Carscallen. It is located at Ham- mond's ranche, on the N.W. % Sec. 4, Tp. 2, Rge. 29, W. 3rd Mer., about seven miles above the WUlow Creek police detachment and about one quarter of a mile above the junction of Middle and Lodge Creeks. The gauge, which is a plain staff graduated to feet and hundredths, is spiked to a post sunk in the bed of the creek near the left bank. An auxiliary gauge, reading from ten to fourteen feet, is located near the top of the left slope opposite the main gauge. The zero of the gauge (elev. 87.60) is referred to a permanent iron bench mark (assumed elev. 100.00), on the left bank. The "B.M." is about six inches above ground and is protected by a mound of stones. It is also used as the initial point for soundings. The channel is straight for 200 feet above and 125 feet below the station. Both banks are high and fairly steep, free from brush and not liable to overflow. The bed of the stream is sandy and may shift at high stages. The station, being located only a short distance above the junction with Lodge Creek, may be affected by backwater from that creek during high water stages. Discharge measurements are made at the station by wading and at extreme low stages a weir may be used. High water measurements are not attainable as there is no structure at or near the station to support the engineer in taking the gaugings when the water becomes too deep for wading. The initial point for soundings is the permanent bench mark. During 1913, the gauge was read by Mrs. D. A. Hammond. Discharge Measurements of Middle Creek at Hammond's Ranche, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 22 H. D. St. A. Smith Feet. 23.0 19.7 Sq.-ft. 51.0 22.2 Ft. per sec. 0.86 0.16 Feet. 3.30 1.79 1.43 1.34 Sec.-ft. 43.60 May 12 do 3.66 do 0.15a July 11 do 0.04a Aug 1 .... do ... b •• 28 do Sept. 20 do Oct. 13 do Nov. 5 ... . do Weir measurements. Not enough to break over 12" weir. Creek dry. LODGE CREEK DRAINAGE BASIN 259 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Middle Creek near Hammond's Ranche, for 1913. ApriL May. June. July. Augus t. Day. Gauge Height. Dis- charge. Guage Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 4.40 3.20 2.90 2.42 2.95 3.60 4.25 3.50 3.70 3.90 c8.20 ac8 . 20 68.20 C8.20 C8.20 C8.20 7.20 7.20 6.20 06.00 o3.30 3.30 3.50 3.42 3.20 3.11 3.11 3.06 2.96 2.81 Sec.-fl. 114.0 40.0 28.0 14.2 30.0 58.0 102.0 53.0 64.0 76.0 418.0 418.0 418.0 418.0 418.0 418.0 338.0 338.0 258.0 242.0 44.0 44.0 53.0 49.0 40.0 36.0 36.0 34.0 30.0 25.0 Feet. 2.66 2.56 2.41 2.26 2.11 2.06 2.04 2.01 2.00 1.97 1.94 1.83 1.83 1.94 2.18 2.13 2.10 2.06 2.03 1.99 1.96 1.95 1.94 1.92 1.91 1.90 1.86 1.80 1.66 1.62 1.56 Sec.-fl. 20.00 17.80 14.00 10.40 7.60 6.90 6.60 6.20 6.00 5.70 5.30 4.10 4.10 5.30 8.80 8.00 7.50 6.90 6.40 5.90 5.60 5.40 5.30 5.10 5.00 4.90 4.40 3.80 2.20 1.76 1.11 Feet. 1.53 1.50 1.48 1.47 1.47 1.46 1.46 1.46 1.45 1.45 1.45 1.44 1.44 1.43 1.43 1.42 1.42 1.41 1.41 1.40 1.40 1.39 1.98 1.96 1.93 1.85 1.76 1.68 1.64 1.61 Sec.-ft. 0.82 0.56 0.43 0.37 0.37 0.30 0.30 0.30 0.24 0.24 0.24 0.21 0.21 0.18 0.18 0.14 0.14 0.11 0.11 0.08 0.08 0.07 5.80 5.60 5.20 4.30 3.30 2.40 1.87 1.65 Feet. 1.61 1.59 1.58 1.58 1.57 1.56 1.56 1.51 1.46 1.41 1.34 1.31 1.29 1.29 1.28 1.28 1.28 1.27 1.27 1.26 Dry 2.16 2.16 2.06 1.98 1.85 1.71 1.64 1.56 1.51 1.46 Sec.-ft. 1.65 1.43 1.32 1.32 1.22 1.11 1.11 0.65 0.30 0.11 0.03 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.00 8.40 8.40 6.90 5.80 4.30 2.80 2.00 1.11 0.65 0.30 Feel. 1.36 1.27 1.26 1.26 1.25 1.26 1.26 1.26 1.26 Dry Sec.-fl. 0.04 2 0.01 3 &Nil 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 25 26 27 28 30 31 a Gauge height interpolated. b Creek dry for remainder of season. c These gauge heights are probably a little high on acconut of back water. MoxTHLY Discharge of Middle Creek at Hammond's Ranehe, for 1913. (Drainage Eirea 301 square miles). Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. April 418.00 20.00 5.80 8.40 0.04 14.20 1.11 0.11 0.01 0.01 155.00 6.71 1.19 1.64 0.002 0.515 0.022 0.004 0.005 0.000 0.580 0.020 0.004 0.006 0.000 9,223 May 412 71 July 101 August (1-2) 0 October a The period •0.610 9,807 a Creek dry from August 2 to end of year. 260 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 LODGE CREEK AT "WILLOW CREEK POLICE DETACHMENT. This station was established on August 13, 1909, by F. H. Peters. It is located on the S.E. % Sec. 12, Tp. 1, Rge. 29, W. 3rd Mer., about 600 feet east of the house at Willow Creek Police Detachment. It is about 75 miles by trail from Maple Creek, and about 35 miles by trail south of Battle Creek P.O. The gauge, which is a plain staff graduated to feet and hundredths, is fixed to a post at the right bank. An auxiliary gauge, reading from ten to fourteen feet is located near the top of the right slope opposite the main gauge. The zero of the gauge (elev. 2721 .06) is referred to a concrete bench mark (elev. 2768.00 above mean sea level) which was set by the Inter- national Boundary Survey, upon a hill about 500 feet west of the gauge. The channel "is straight for 400 feet above and 300 feet below the station. The right bank, is high, clean, grassy and will not overflow. It forms a bench part way up which is covered at very high stages. The left bank is high and steep and wiU not overflow. The narrow low-water channel is gravelly, the remainder is grass covered. There is one channel at all stages. During ordinary stages of flow, discharge measurements are made by wading, and at very low stages a weir is used. A cable structure was erected at this station during 1913 for usein obtaining high water measurements. During 1913, the gauge was read by William Tudgay and M. Dunnigan. Discharge Measurements of Lodge Creek at Willow Creek Police Detachment, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 23 H. D. St. A. Smith do Feci. 30.0 22.4 Sq.-fl. 37.7 16.7 Ft. per sec. 3.55 1.13 Feet. 3.08 1.86 1.21 1.26 1.10 Sec.-ft. 134.00 May 14 19.00 do 0.18a Tulv 12 do 1.14a Aug. 9 Sept 9 do 0.05a do 6 Oct 11 do 6 Nov. 3 do 6 a Weir measurement. 6 Creek dry. LODGE CREEK DRAINAGE BASIN 261 SESSIONAL PAPER No. 25c ' Daily Gauge Height and Discharge of Lodge Creek at Willow Creek Police Detachment for 1913. April. May. June. July. August. September. D.\Y. Gauge Height. Dis- criarge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 2.70 2.65 2.75 2.91 3.52 5.42 7.22 6.55 6.46 6.26 7.26 7.65 7.57 7.58 7.39 7.00 6.44 6.13 5.44 4.94 4.84 4.79 3.08 2.85 2.66 2.46 2.30 2.23 2.12 2.08 Sec.-ft. 88 82 93 112 196 560 920 786 768 728 928 1,006 990 992 954 876 764 702 564 455 436 426 134 105 83 62 48 43 35 32 Feet. 2.01 2.01 1.96 1.84 1.83 1.86 1.80 1.79 1.80 1.76 1.75 1.76 1.75 1.86 1.91 2.66 2.61 2.41 2.36 2.31 2.16 1.96 1.91 1.81 1.76 1.76 1.66 1.66 1.66 1.66 1.66 Sec.-ft. 27.0 27.0 24.0 17.5 17.0 18.5 15.5 15.0 15.5 13.5 13.0 13.5 13.0 18.5 21.0 83.0 78. .0 58.0 53.0 49.0 38.0 24.0 21.0 16.0 13.5 13.5 9.4 9.4 9.4 9.4 9.4 Fed. 1.60 1.45 1.45 1.45 1.51 1.41 1.41 1.36 1.26 1.26 1.26 1.26 1.26 1.26 1.26 1.21 1.19 1.19 1.20 1.13 1.30 1.26 1.26 1.30 1.41 1.32 1.48 1.46 1.44 1.31 See.-ft. 7.00 3.10 3.10 3.10 4.50 2.50 2.50 1.81 0.84 0.84 0.84 0.84 0.84 0.84 0.84 0.50 0.38 0.58 0.43 0.13 1.18 0.84 0.84 1.18 2.50 1.38 3.80 3.30 2.90 1.28 Feet. 1.30 1.30 1.30 1.27 1.27 1.27 1.27 1.14 1.14 1.14 1.26 1.29 1.27 1.26 1.26 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.16 1.10 1.46 1.86 1.86 1.76 1.55 1.46 1.36 Sec.-ft. 1.18 1.18 1.18 0.93 0.93 0.93 0.93 0.16 0.16 0.16 0.84 1.10 0.93 0.84 0.84 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.24 0.05 3.30 18.50 18.50 13.50 5.50 3.80 1.81 Feel. 1.36 1.31 1.26 1.18 1.18 1.16 1,16 1.10 1.08 1.08 1.06 1.06 1.06 1.06 0.96 0.98 0.98 0.98 0.98 0.98 0.96 0.76 0.76 0.76 0.76 0.56 0.56 0.56 0.26 0.26 0.26 Sec.-ft. 1.81 1.28 0.84 0.32 0.32 0.24 0.24 0.05 0.04 0.04 0.03 0.03 0.03 0.03 Nila Feel. 0.56 0.36 0.26 0.16 0.06 Dry. .Sec.-ft. Nil. 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 a Water standing in pools. Monthly Discharge of Lodge Creek at Willow Creek Police Detachment, for 1913. (Drainage area 803 square miles). Discharge in Second-Feet. Maximum. Minimum. Mean. Per square Mile. Run-Off. Depth in inches on Drainage Area. Total in Acre-feet. April May June July August. . . . September. October 1006.00 83.00 7.00 18.50 1.81 32.00 9.40 0.13 0.05 0.00 465 . 000 24 . 000 1.820 2.540 0.171 0.580 0.031 0.002 0 . 003 0.002 0.650 0 . 036 0.003 0.004 0.002 The period. 0.695 27,705 1.513 108 156 10 .a 29.492 a No flow after -August. 262 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Miscellaneous Discharge Measurements made in Lodge Creek drainage basin, in 1913 Date. Hydrographer. Stream. Location. Width. Area of of Section. Mean Velocity. Discharge. April 21.... Oct 5 H.D.St.A.Smith. . do H. O. Brown. . . . Lodge Creek Middle Creek do N.E. 364-2-4.... S.W. 9-4-29-3.... Feet. 15.0 Sq. feet. 75.4 Feet per sec. 1.14 Sec.-ft. 87 0.037 July 15.... S.E. 33-5-1-4.... 4.0 1.85 0.16 0.30 BATTLE CREEK DRAINAGE BASIN. General Description. Battle Creek, rises in Tp. 8, Rge. 2, W. 4th Mer., and flows in an easterly direction for about eight miles where it crosses the 4th meridian, then turns in a southeasterly direction and crosses the international boundary in Sec. 3, Tp. 1, Rge. 26, W. 3rd Mer., eventually emptying into Milk River near Chinook, Montana. As is characteristic of the streams in this locality, the valley is narrow and deep near the source and gradually broadens out into large flats and meadows. These large flats are first noticed in the vicinity of Battle Creek P.O. Near the head of the stream the valley is well wooded with fair sized timber, but this diminishes to a growth of willow brush along the banks and finally disappears altogether. The chief tributaries of Battle Creek are Tenmile Creek, joining it in See. 4, Tp. 6, Rge. 29, W. 3rd Mer., and Sixmile Coulee, joining it in Sec. 21, Tp. 6, Rge. 29, W. 3rd Mer. Stations have been established on both of these streams. There are three stations on Battle Creek, at the following places: — Nash's ranche, Wilkes' ranche and Tenmile police detachment. Although it will be several years before it reaches its fullest development, the irrigation of the flats along the creek is increasing every year. This, it is expected, will result in a more uniform flow in the creek, as a certain amount of the water diverted by the irrigation ditches will be returned to the creek through seepage. The principal irrigation schemes under development at the present time are Marshall and Gaff's near Battle Creek P.O., and Richardson's, McKinnon's, Stirling's and Nash's, near Kelvinhurst P.O. cheeseman ditch near coulee. This station was established on June 24, 1911, by W. A. Fletcher. It is located in the S.W. % Sec. 12, Tp. 8, Rge. 29, W. 3rd Mer., about 50 yards from Ben Cheeseman's house. The gauge, which is a plain staff graduated to feet and inches, is nailed to a post at the left bank. The zero of the gauge (elev. 96.00) is referred to the top of a stake (assumed elev. 100.00), driven in the ground sLx feet southwest of the gauge. The channel is straight for 40 feet above and 30 feet below the station. The bottom of the ditch is composed of clay. . Discharge measurements of ordianry flow are made with a weir. For high discharges a current meter is used. The bench mark is used as the initial point for soundings. During 1913, the ditch was used for 31 days, but not enough measurements were taken to calculate discharge. spangler's ditch near battle creek. This station was established on July 10, 1911, by W. A. Fletcher. It is located on the S.W. X Sec. 6, Tp. 7, Rge. 28, W. 3rd Mer., about one quarter mile below the intake of the ditch. The station was moved one quarter mile upstream to its present location on June 4, 1912, by G. R. Elliott. It is about one quarter mile above J. M. Spangler's house and the gauging station on Sixmile Coulee. The gauge, which is a plain staff graduated to feet and inches, by saw cuts, is fixed to a braced plank at the left bank. The zero of the gauge (elev. 96.57) is referred to the top of the final point stake (assumed elev. 100.00) on the left bank. The channel is straight for 30 feet above and 30 feet below the station. The banks are high, clean, grassy and are not liable to overflow. The bed is soft clay. Discharge measurements are made with a current meter by wading. The initial point for soundings is the face of a stake six inches high on the right bank marked "LP." During 1913, the gauge was read by J. M. Spangler. BATTLE CREEK DRAINAGE BASIN 263 SESSIONAL PAPER No. 25c Discharge Measurements of Spangler's Ditch at Spangler's Ranche, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. June 2 4 10 ... H. D. St. A. Smith .. . H. O. Brown do Feet. 6.0 4.8 5.8 Sg.-ft. 2.10 2.90 3.73 Ft. per sec. 0.77 0.58 0.34 Inch e 6.5 5.2 6.7 .Sec.-fl. 1.62 1.67 1.29 — -f- Daily Gauge Height and Discharge of Spangler's Ditch at Spangler's Ranche, for 1913. May. June. July. -Day. Gauge Height. Dis- charge. Gauge Height. Dis charge. Gauge Dis- Height. charge. i 1 Feet. Sec.-fl. Feet. 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.50 0.42 0.58 0.67 0.75 0.75 0.67 0.58 0.50 0.42 0.25 0.17 0.17 0.33 6 0.42 Scc.-ft. 1.80 1.80 2.00 2.24 2.12 1.96 1 .80 1.66 1.52 1.06 0.74 1.40 1.72 2.02 2.02 1.72 1.40 1.06 0.74 0.36 0.12 0.12 0.68 1.00 1 Feet. ! Sec.-ft. 2 . 3 4 5 ■ 6 aO.n 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 02.5 0.25 60.25 0 16 7 , 0 16 8 ' 0 16 9 0 16 10 0 16 11 0 16 12 0 16 13 0 16 14 ' 0 16 15 0 16 16 0 16 17 0 48 18 0 48 19 0 48 20 21 22 23 aO.25 0.58 0.67 0.67 0.58 0.58 0.50 0.50 0.50 0.50 1.80 2.10 2.10 1.80 1.80 1.48 1.48 1.48 24 25 26 27 28 29 30 31 Headgate opened. Headgate closed. Monthly Discharge of Spangler's Ditch at Spangler's Ranche, for 1913. Discharge in Second-Ki-i.i. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in .Acre-feet. May (23-31) 2.10 2.24 0.48 0 . 50 0.12 0.16 1.62 1.38 0.228 29 June (1-24) 66 July (6-19) 6 The period 101 264 STREAM MEASUREMENTS, 1913 SIXMILB COULEE AT SP ANGLER S RANCHE. 4 GEORGE v., A. 1914 This station was established July 22, 1909, by H. R. Carscallen. On June 11, 1911, it was moved five miles downstream by M. H. French, and is now located on the S.W. % See. 6, Tp, 7. Rge. 28, W. 3rd Mer., and is 150 feet from J. M. Spangler's house. It is 34 miles by trail southwest of Maple Creek and six miles north of Battle Creek P.O. The gauge, which is a plain staff graduated to feet and hundredths, is nailed to a post sunk in the bed of the stream at the left bank. The zero of the gauge (elev. 96.77) is referred to a permanent iron bench mark (assumed elev. 100.00), situated on the left bank in line with the gauging section, and 750 feet east and 290 feet south of the N.E. corner of Sec. 35, Tp. 6, Rge. 29, W. 3rd Mer. The channel turns through about 90 degrees at the station and is straight for about 50 feet above and 100 feet below. The banks are covered mth brush which causes back water during flood stages. The bed of the stream is composed of sand and gravel, but is not liable to shift. There is a large pond of standing water at the station and at low stages there is practically no current. Discharge measurements are made at a permanent cross section, 850 feet south and about 2000 feet downstream from the gauge, with a current meter by wading. The initial point for soundings is a four inch post on the right bank, 56.2 feet from the final point, which is the permanent bench mark. At high water, discharge measurements are made at the bridge 100 feet below the gauge. During 1913, the gauge was read by J. M. Spangler. Water is diverted about one half mile above the station by J. M. Spangler. Water was diverted for one month and a half during 1913. The discharge of Spangler's ditch should be added to obtain the total run-off for the station. ' Discharge Measurements of Sixmile Coulee at Spangler's Ranche, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. .\pril 25 H. D. St. A. Smith Feel. 9.7 Sq.-ft. 10.60 1.98 3.07 Fl. per sec. 1.12 0.80 0.85 Feet. 2.48 1.84 1.89 1.60 1.98 1.83 .Sec.-ft. 11.90 do 6.0 5.9 1.58 4 H. O. Brown 2.60 10 do 0.22a "26 H. D. St. A. Smith 5.5 3.48 2.03 1.06 0.69 3.70 July 26 do 6.0 1.41 Aug 15 do 1 . 56 0 . 08a Sept 10 do 1.49 b Oct 3 do 1.51 ....6 26 do 4.5 1.65 0.81 1.67 1.34 Weir measurement. Too small to measure. BATTLE CREEK DRAINAGE BASIN 265 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Sixmile Coulee at Spangler's Ranehe, for 1913. April. ' May. June. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feel. 2.57 2.65 2.54 2.42 2.36 2.34 2.29 2.36 2.39 2.42 2.34 2.25 2.29 2.56 2.42 2.38 2.34 2.29 2.29 2.26 2.24 2.21 2.14 1.74 1.94 1.91 1.91 1.90 1.89 1.96 1.91 Sec. ft. 13.80 15.40 13.10 10.70 9.50 9.20 8.30 9.50 10.10 10.70 9 20 7.60 8.30 13.60 10.70 9.90 9.20 8.30 8.30 7.70 7.40 6.90 5.80 0.93 3.00 2.60 2.60 2.50 2.50 3.20 2.60 Feet. 1.89 1.88 1.87 1.84 1.81 1.69 1.64 1.63 1.61 1.60 1.59 1.62 1.59 1.62 1.60 1.59 1.58 1.58 1.57 1.62 1.83 1.81 1.80 1.79 1.94 2.37 2 01 2.02 1.99 1.93 Sec.-n. 2.50 2 3.31 3.14 3.01 4.49 4.59 4.34 4.19 3.76 3.56 3.39 4.10 4.89 4.42 4.28 4.04 3.97 3.70 3.27 3.05 2.90 2.78 2.72 2.62 2.53 2.48 2.39 2.38 2.36 2.14 29.0 26.0 23.0 54.0 56.0 51.0 48.0 39.0 34.0 31.0 46.0 62.0 53.0 50.0 45.0 43.0 38.0 28.0 24.0 21.0 18.2 16.9 14.8 12.9 11.9 10.1 9.9 9.5 5.8 2.30 3 2.20 4 . . 1.85 5 1.55 6 7 0.60 0.36 8 . . 0.32 9 10 0.24 0 20 11 12 13 14 15 16 17 18 19 20 21 23 25 26 28 30 31 0.17 0.28 0.17 0 28 0.20 0.17 0.15 0.15 0.12 0.28 1.75 1.55 1.45 1.36 3.00 9.70 3.90 4.00 3.60 2.90 266 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Sixmile Coulee at Spangler's Ranche, for 1913. July. August. September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 1.90 1.92 1.96 1.99 2.09 1.99 1.91 1.83 1.80 1.73 1.70 1.67 1.81 1.95 1.87 1.82 1.79 1.72 1.67 1.64 1.64 1.79 1.83 1.79 1.76 1.73 1.70 1.68 1.65 1.62 1 59 Sec.-ft. 2.50 2.70 3.20 3.60 5.00 3.60 2.60 1.75 1.45 0.86 0.65 0.50 1.55 3.10 2.20 1.65 1.36 0.79 0.50 0.36 0.36 1.36 1.75 1.36 1.09 0.86 0.65 0.55 0.40 0.28 0.17 Feet. 1.57 1.60 1.50 1.46 1.58 1.54 1.56 1.59 1.55 1.53 1.51 1.49 1.50 1.59 1.55 1.53 1.51 1.72 1.94 1.81 1.74 Sec.-ft. 0.12 0.20 0.02 0.01 0.15 0.06 0.10 0.17 0.07 0.05 0.03 0.02 0.02 0.17 0.07 0.05 0.03 0.79 3.00 1.55 0.93 Feet. 1.46 1.43 1.39 1.34 1.31 1.28 1.26 1.^ 1.22 1.19 1.18 1.17 1.16 1.15 1.14 1.14 1.13 1.13 1.12 1.12 1.12 1.24 1.51 1.50 1.49 1.48 1.48 1.50 1.51 1.52 Sec.-ft. Nil. a0.03 0.02 0.02 0.01 0.01 0.02 0.03 0.04 Feet. 1.51 1.51 1.52 1.55 1.56 1.57 1.64 1.68 1.72 1.73 1.75 1.76 1.77 1.75 1.73 1.73 1.72 1.71 1.70 1.70 1.72 1.71 1.70 1.69 1.69 1.68 1.68 1.66 1.64 1.63 1.59 Sec.-ft. 0.03 2 0.03 3 0.04 4 0.07 5 0.10 6 0.12 7 0.36 8 0.55 9 0.79 10 0.86 11 1.00 12 1.09 13 1.18 14 1.00 15 0.86 16 0.86 17. 0.79 18 0.72 19 0.65 20 0.65 21 0.79 22 1.67 1 0.50 0.72 1.62 1.59 1.55 1.50 1.48 1.46 1.44 1.43 1.45 0.28 0.17 0.07 0.02 0.01 0.01 aNil. 0.65 24 0.60 0.60 0.55 27 0.55 0.45 29 0.36 0.32 31 0.17 a Creek standing in pools August 29^Sept. 22. Monthly Discharge of Sixmile Coulee at Spangler's Ranche, for 1913. (Drainage area 44 square miles). Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square MUe. Depth in inches on Drainage Area. Total in Acre-feet. April (2-30) 62.00 15.40 4.00 5.00 3.00 0.04 1.18 .580 0.93 0.12 0.17 0.00 0.00 0.03 31.400 7.840 1.580 1.570 0.280 0.006 0.565 0.714 0.178 0.036 0.036 0.006 0.000 0.013 0.770 0.205 0.040 0.040 0.007 0.000 0 013 1,806 482 94 July .... 96 17a Oa 34 1.077 2,529 ' a Creek not running Aug. 29 — Sept. 22. BATTLE CREEK DRAINAGE BASIN 267 SESSIONAL PAPER No. 25c Lindner's ditch near battle creek. This station was established July 26, 1910, by H. R. Carscallen. It is located on the N.W. \{ Sec. 10, Tp. 6, Rge. 29, W. 3rd Mer., about 100 feet west of the surveyed tra« to Maple Creek. It is about a quarter of a mile south of Battle Creek P. O. and about 500 yards below the intake of the ditch. The gauge is a plain staff, graduated to feet and hundredths, di'iven firmly into the bed of the ditch near the right bank about twelve feet upstream from the weir. The channel is straight for 200 feet above and 150 feet below the station, where it curves sharply to the right and enters Lindner Bros' hay meadow, and is diverted into a number of different laterals for irrigation purposes. The bed of the ditch is composed of clay and coarse gravel. The current is swift below the station. Discharge measurements are made by means of a 42 inch rectangular sharp-crested weir with complete end contractions. During 1913, the gauge was read by Phil Lindner. The discharge at this station must be added to that of Battle Creek at Tenmile police detachment, when computing the total run-off for the latter station. Daily Gauge Height and Discharge of Lindner's Ditch near Battle Creek, for 1913. April. May. June. July. August. D.w. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feet. Sec.-ft. Feet. 0.40 0.40 0.40 0.90 0.90 0.90 0.68 0.45 0.45 0.45 0.28 0.10 0.15 0.15 0.15 0.15 0.55 0.95 0.95 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 Sec.-ft. 3.00 3.00 3.00 9.00 9.00 9.00 6.30 3.40 3.40 3.40 1.70 0.37 0.67 0.67 0.67 0.67 4.60 10.20 10.20 4.00 4.00 4.00 4.00 4,00 4.00 4.00 4.00 4.00 4.00 4.00 Feet. 0.50 0.50 0.50 0.50 0.50 0.90 0.90 0.90 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0 . 50 0 50 0.50 0.80 0.80 0.80 0.80 0.80 0.80 0.50 0.50 0.30 0.30 0.30 .Sec.-ft. 4.00 4.00 4.00 4.00 4.00 9.00 9.00 9.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4.00 4 00 Feel. 0.30 0.30t Sec.-ft. 1 88 2 1 88 3 4 5 6.44t 3.3 3.3 4.6 5.3 5.3 5.3 5.3 . 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.0 4.6 4.6 4.6 4.6 4.6 4.6 4.6 4.0 4.0 6 0.44 0.55 0.61 0.61 0.61 0.61 7 8 9 10 11 12 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.55 0.55 0.55 0.55 0.55 0.55 0.55 0.50 0.50 13 14 15 0.45* 0.20 0.20 3.4 1.18 1.18 16 17 18 19 4 00 20 4.00 7.80 7.80 7.80 7.80 7.80 . 7.80 4.00 4.00 1.88 1.88 1.88 21 22 23 . . . 24 25 26 27 28 29 30 31 * Headgate broken. t Headgates opened. t Headgates closed. Gauge heights are heads on 42 inch weir. No. 2.5c.— 18 268 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Monthly Discharge of Lindner's Ditch near Battle Creek, for 1913. Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. April (15-17) 11.40 5.30 10.20 9.00 1.88 1.18 3.30 0.37 1.88 1.88 1.92 4.32 4.21 5.01 1.88 11a May (5-31) 2316 250 July 308 Ic 807 Headgates broken .^pril 15-17. Headgates opened May 5th. Headgates closed August 2nd. TENMILE CREEK AT TENMILE POLICE DETACHMENT. This station was estabUshed July 21, 1909, by H. R. Carseallen. It is located on the S.E. Ya. Sec. 4, Tp. 6, Rge. 29, W. 3rd Mer. It is about 2,500 feet north of the steel highway bridge and gauging station on Battle Creek, and about 1,000 feet north of Tenmile police detachment. The gauge, which is a plain staff graduated to feet and hundredths, is nailed to a post sunk in the bed of the stream at the right bank, 500 feet above the junction of this stream mth Battle Creek. The zero of the gauge (elev. 95.94) is referred to the permanent iron bench mark at the Battle Creek station (assumed elev. 100.00). The channel is straight for 100 feet above and 30 feet below the station. Both banks are high, clean, grassy, and are not liable to overflow. The bed is composed of sand and coarse gravel. The current is swift above and below but is sluggish at the gauge. Discharge measurements are made above the gauge at ordinary stages by a weir, and at high stages with a meter by wading. The initial point for soundings is a four inch stake with "I.P" carved on the face, on the left bank, 70 feet upstream from the gauge. During 1913, the gauge was read by W. G. Paterson. Discharge Measurements of Tenmile Creek at Tenmile, in 1913. Date Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 18 H. D. St. A. Smith do Feet. 5.0 S..-ft. 1.80 Fl. per sec. 1.64 Feel. 4.05 3.84 3.79 3.75 3.75 3.75 3.68 3.74 Sec.-ft. 2.96 0.43a 13 * H. O. Brown 2.6 2.7 3.5 4.0 0.94 0.50 1.41 0.80 0.55 0.64 0,40 0.30 0.52 26 H. D. St. A. Smith do 0.32 23 0.57 Aug 15 do 0.24 Sept 13 do 0.18a Oct. 28 do 0.24a a Weir measurement. BATTLE CREEK DRAINAGE BASIN 269 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Tenmile Creek at Tenmile Police Detaehment, for 1913. Day. April. Gauge Height. Dis- charge. May. Gauge Height. Dis- charge. June. Gauge Height. Dis- charge. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. Feet. 4.09 4.10 4.00 4.05 4.20 4.98 5.40 a5.05 4.70 4.63 4.70 4.60 4.93 4.73 a4.54 a4.36 4.20 4.05 a4.04 4.03 4.00 a3.92 3.85 3.84 3.92 3.90 3.89 3.88 o3.87 3.86 Sec. -ft. 12.40 16.70 13.20 9.60 8.90 9.60 8.60 11.90 9.90 7.90 6.10 5.00 3.00 2.80 2.70 2.40 1.62 0.95 0.88 1.62 1.42 1.33 1.23 1.14 1.04 Feet. 3.85 3.85 3.84 3.84 3.86 3.84 3.83 3.80 3.85 3.85 3.83 3.85 3.84 3.85 3.85 3.85 3.85 3.85 3.85 a3.85 3.85 3.85 a3.85 a3.85 3.85 3.85 Sec.-ft. 0.95 0.95 0.88 0.88 1.04 1.33 1.14 1.23 0.88 0.88 0.88 0.80 0.58 0.95 0.95 0.80 0.95 0.88 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Feet. 3.85 3.84 3.84 3.84 3.83 3.82 3.80 a3.80 3.80 3.80 a3.80 3.80 3.79 3.78 a3.77 3.76 3.75 3.75 3.76 3.78 3.76 3.75 3.75 3.75 3.75 Sec.-fl. 0.95 0.88 0.88 0.88 0.80 0.73 0.58 0.58 0.58 0.58 0.58 0.58 0.53 0.48 0.42 0.37 0.32 0.32 0.37 0.48 0.37 0.32 0.32 0.32 0.32 0.65 0.53 0.73 0.48 0.32 a Gauge heights interpolated. No. 25c.— 18 i 270 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge Height and Discharge of Tenmile Creek at Tenmile Police Detachment, for 1913. . July. August. September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 3.75a 3.76 3.80 3.85 3.80 3.76 3.75 3.75 3.80a 3.85 3.86 3.85 3.84 3.80 3.78 3.75 3 75 3.74 3.74 3.73 3.78a 3.83 3.80 3.75 3.75 3.75 3.75 3.75a 3.75 3.75 3.75 Sec.-ft. 0.32 0.37 0.58 0.95 0.58 0.37 0.32 0.32 0.58 0.95 1.04 0.95 0.88 0.58 0.48 0.32 0.32 0.30 0.30 0.27 0.48 0.80 0.58 0.32 0.32 0.32 0.32 0.32 0.32 0.32 0.32 Feet. 3.75 3.75 3.74 3.74 3.76 3.75 3.75 3.75 3.75 3.75a 3.74 3.74 3.74 3.74 3.75 3.74 3.74a 3.75 3 . 75u 3.75 3.74 3.74 3.74 3.74a 3.74 3.74 3.74 3.74 3.74 3.74 3.75 Sec.-ft. 0.32 0.32 0.30 0.30 0.37 0 32 0.32 0.32 0.32 0.32 0.30 0.30 0.30 0.30 0.32 0.23 0.23 0.24 0.24 0.24 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.23 0.24 Feet. 3.75 3.75 3.75 3.75 3.75 3.75 3.74 3.74 3.74 3.73 3.73 3.72 3.72 3.72 3.72 3.72 3.72 3.74 3.73 3.73 3.73 3.75 3.75 3.75 3.75 3.74 3.74 3.74 3.74 3.74 Sec.-ft. 0.24 0.24 0.24 0.24 0.24 0.24 0,23 0.23 0.23 0.22 0.22 0.21 0.21 0.21 0.21 0.21 0.21 0.23 0.22 0.22 0.22 0.24 0.24 0.24 0.24 0.23 0.23 0.23 0.23 0.23 Feet. 3.74 3.74 3.74 3.74 3.75 3.75 3.75 3.75 3.75 3.74 3.74 3.74 3.74 3.74 3.74 3.74 3.74 3.74 3.74 3.74 3.74 3.74 3.74 3.74 3.74 3.74 3.74 3.74 3.74 3.74 3.74 Sec.-ft. 0.23 2 0.23 3 .■ 0.23 4 0.23 5 0.24 6 0.24 7 0.24 8 0.24 9 0.24 10 0.23 11 0.23 12 0.23 13 0.23 14 0.23 15 0.23 16 0.23 17 0.23 18 0.23 19 0.23 20 0.23 21 0.23 22 0.23 23 0.23 24 0.23 0.23 0.23 27 0.23 0 23 29 0.23 0.23 31 0.23 a Gauge heights interpolated. Monthly Discharge of Tenmile Creek at Tenmile Police Detachment, for 1913. (Drainage area 24 square miles). Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. 16.70 1.33 0.95 1.04 0.37 0.24 0.24 0.88 0.58 0.32 0.27 0.23 0.21 0.23 5.290 0.945 0.542 0.490 0.272 0.227 0.232 0.220 0.039 0.022 0.020 0.011 0.009 0.010 0.24 0.04 0.02 315 58 32 July . 0 . 02 i 30 0.01 ; 17 0.01 14 0.01 14 0.35 1 480 BATTLE CREEK DRAINAGE BASIN 271 SESSIONAL PAPER No. 25c BATTLE CREEK AT TENMILE POLICE DETACHMENT. This station was established June 3, 1909, by F. T. Fletcher. It is located below the mouth of Tenmile Creek, at the highway bridge on the surveyed trail from Maple Creek to Tenmile, and about 400 yards from the Tenmile police detachment. It is practically in the centre of the X.E. % Sec. 33, Tp. 5, Rge. 29, W. 3rd Mer., about two miles south oi Battle Creek Post Office and 55 miles south of Maple Creek. The bridge is a steel struetutre of the pony truss type, consisting of one 80 foot span, supported by two timber, rock-filled piers and ha\'ing a twenty foot approach at each end of the bridge. There is only one channel at all ordinary stages of the stream, but owing to the presence of the two piers supporting the truss there are three channels at times of floods. The gauge, which is of the standard chain type, is located about the centre of the steel truss and is securely fastened to the guard-rail on the downstream side of the bridge. The length of the chain from the bottom of the weight to the marker is 19.11 feet. The zero of the gauge(elev. S6.S4) is referred to a permanent iron bench mark (assumed elev. 100.00) at the northeast corner of the bridge. The bench mark stands about tliree inches above ground and is well protected by rock. It is nine feet southwest of road diversion pin "R.5" and thirty feet northeast of the north end of the bridge pier. The channel is straight for 500 feet above and 300 feet below the station. Both banks are high and not liable to overflow except in extreme floods, when the water breaks over the right bank some distance above the station and flows around the bridge. The right bank is free of brush for some distance above and below the station; the left bank is sparsely covered with ^^illows near the station. The bed of the stream is sandy and may shift somewhat in in high stages of the stream. The current is very sluggish, and at very low stages vegetation appears in the bed of the stream at the station. During the summer months there is a heavy growth of weeds in the bottom of the channel which retards the water and alters conditions at the station. Discharge measurements are made from the downstream side of the bridge. The initial point for soundings is the inner face of the right abutment. Low-water measurements are made by wading near the bridge. During 1913, the gauge was read by W. G. Paterson. Discharge Measurements of Battle Creek at Tenmile Police Detachment, in 1913. Date Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge April 18 June 2. . . H. D. St.'A. Smith do Feel. 37.0 32.8 19.8 31.5 21.0 22.5 22.0 19.0 20.0 20.0 Sq.-/l. 117.0 62.0 23.6 54.6 19.1 24.4 18.8 11.9 15.6 11.1 Ft. per sec. 1,31 0.53 1.14 0.38 0.80 1.01 0.72 0.34 0.80 0.70 Feet. 4.55 3.00 Sec.-fl. 154.00 33.20 27 50 13 H. O. Brown H. D. St. A. Smith " 23 2.80 2.71 2.93 2.65 2.50 2.72 2.55 20.60 15.20 24.80 13.50 4.05 12,60 7.73 July 17 do " 23 do Aug. 14 do Sept. 13 Oct. 7 do 28 do 272 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Oadge Height and Discharge of Battle Creek at Tenmile Police Detachment, for 1913. April. May. June. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 4.80 4.83 4.83 4.80 5.50 7.50 6.29 5.10 4.31 4.70 5.08 5.91 8.06 9.10 6.60 5.74 5.02 4.55 4.51 4.54 4.41 a4.15 3.90 3.66 3.52 3.43 3.44 3.45 o3.42 3.39 Sec.-ft. 180 183 183 180 262 517 360 214 131 169 212 311 591 736 400 291 204 154 150 153 140 116 96 77 67 61 62 62 60 58 Feel. 3.35 3.45 3.41 3.35 3.27 3.27 3.30 3.32 3.34 3.35 3.90 3.96 3.89 3.82 3.70 3.64 3.63 3.45 3.40 3.38 3.35 3.34 3.34 3.30 3.29 3.29 a3.23 .a3.17 3.12 3.10 30.8 Sec.-ft. 56 62 60 56 50 50 52 54 55 56 96 101 87 82 80 76 75 62 59 58 56 55 55 52 51 51 47 43 40 39 38 Feet. 3.05 3.00 2.98 2.80 2.73 a2.69 2.65 2.74 2.73 2.73 a2.74 2.75 a2.74 2.73 2.70 2.55 2.49 2.48 a2.62 2.77 2.82 a2.81 2.80 a2.95 O3.05 3.10 3.20 3.70 3.80 2.93 Sec.-ft. 36 0 2 33 0 3 31 0 4 19 9 5 16 2 6 14 2 7 12 2 8 16.7 9 16 2 10 16.2 11 16 7 12 17 2 13 16 7 14 16 2 15 14 7 16 7 6 17 5 0 18 4 5 19 10 9 20 18 2 21 21 0 22 20 0 23 19 0 24 29 0 25 36 0 26 -. 39 0 27 45 0 28 80 0 29 88 0 30 28 0 31 a Gauge height interpolated. BATTLE CREEK DRAINAGE BASIX 273 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Battlle Creek at Tenmile Police Detachment for 1913. July. August. September. October. D.\Y Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 2.91 2.90 2.95 2.98 3.12 2.98 a2.79 2.70 2.65 2.75 2.76 2.77 2.85 2.83 2.87 2.76 2.68 2.60 a2.59 2.58 2.55 2.80 2.85 2.81 2.73 a2.64 2.55 2.50 a2.48 2.46 2.45 Sec.-ft. 26.0 26.0 29.0 32.0 40.0 32.0 19.3 14.7 12.2 17.2 17.7 18.2 23.0 22.0 24.0 17.7 13.7 10.0 9.5 9.0 7.6 19.9 23.0 20.0 16.2 11.8 7.6 5.4 4.5 3.7 2.4 Feet. 2.44 2.50 2.48 2.45 2.50 2.47 2.48 2.53 2.54 a2.55 2.56 2.55 2.56 2.55 2.60 2.65 2.78 2.90 2 88 2.78 2.74 2.67 2.60 2.54 a2.52 a2.51 a2.49 2.48 2.46 2.46 2.45 Sec.-ft. 2.8 5.4 4.5 3.2 5.4 4.1 4.5 6.6 7.2 7.6 8.1 7.6 8.1 7.6 10.0 12.2 18.8 26.0 25.0 19.8 16.7 13.2 10.0 7.2 6.3 5.9 5.0 4.5 3.7 3.7 3.2 Feel. 2.45 2.44 2.44 2.44 2.44 2.43 2.43 2.43 2.45 2.46 2.45 2.44 2.46 2.46 a2.47 a2.48 2.49 2.42 2.44 2.40 a2.45 2.50 2.88 2.83 2.76 2.67 Sec.-ft. 3.2 2.8 2.8 2.8 2.8 2.4 ,2.4 2.4 3.2 3.7 3.2 2.8 3.7 3.7 4.1 4.5 5.0 2.0 2.8 1.2 3.2 5.4 24.0 22.0 17.7 13.2 Feet. 2.55 2.55 2.53 2.53 2.57a 2.60a 2.64 2.65 2.63 2.65 2.61 2.63a 2.65 2.70 2.70 2.69 2.68 2.68 2.67 2.65 2.64 2.64 2.67 2.64 2.63 2.61a 2.60 2 61 2.63 2.65 2.67 Sec.-ft. 7.6 2 7.6 3 6.6 4 6.6 5 8.6 6 10.0 7 11.8 8 12 2 9 11.3 10 12.2 11 10.4 12 ; 11.3 13 12.2 14 14.7 15 14.7 16 14.2 17 13.7 18 13.7 19 13.2 20 12.2 21 11.8 22 11.8 23 13.2 24 11.8 11.3 26 10.4 27 2 . 57 i 8.6 10.0 a2.57 2.57 2.57 2.56 8.6 8.6 8.6 8.1 10.4 29 V 11.3 30 12.2 31 13.2 a Gauge heights interpolated. MoxTHLY Discharge of Battle Creek at Tenmile Police Detachment, for 1913. (Drainage area 201 square miles). Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. 736.0 101.0 88.0 40.0 26.0 24.0 14.7 58.0 38.0 4.5 2.4 2.8 1.2 6.6 213.00 59.80 24.80 17.30 8.83 6.08 11.40 1.060 0.298 0.123 0.086 0.044 0.030 0.057 1.18 0.34 0.14 0.10 0.05 0.03 0.06 12.674 May 3,677 1.476 July 1.064 543 September 362 701 1.90 20.497 274 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 MARSHALL AND GAFF DITCH NEAR TENMILE POLICE DETACHMENT. This station was established on July 11, 1911, by W. A. Fletcher. It is located in the N. E. ^ See. 33, Tp. 5, Rge. 29, W. 3rd Mer., about one half mile below the regular station, upon Battle Creek near Tenmile poUce detachment. The gauge, which is a plain staff graduated in feet and inches, is nailed to a post sunk in the ditch near the right bank, 250 feet below the headgate. The zero of the gauge is referred to the top of a three inch stake on the right bank near the gauge. The channel is straight for 100 feet above and 40 feet below the station. The bed is muddy and covered with weeds. Aleasurements are made at the station with a current meter by wading. The initial point for soundings is the bench mark. Not sufficient daih" gauge height records were received during 1913 to accurately com- pute the discharge. Records at a point three miles downstream are given under Gaff ditch. Discharge Measurements of Marshall and Gaff Ditch near Tenmile Police Detachmen t in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. June 4 23 3 H. D. St. A. Smith do Feet. 7.5 10.0 8.1 Sq.-ft. 4.75 9.68 5.82 Ft. p^ sec. 0.54 1.67 0.33 Feet. 0.43 1.00 0.36 Sec.-ft. 2.54 16.24 July H. O. Brown 1.90 GAFF DITCH NEAR TENMILE POLICE DETACHMENT. This station was estabUshed on July 11, 1911, by W. A. Fletcher. It is located on the S.W. 'A Sec. 25, Tp. 5, Rge. 29, West of the 3rd Mer., about half a mile from Mr. Gaff's house. The gauge, which is a plain board divided into feet and inches, is nailed to a post at right bank. The zero of the gauge (elev. 96.90) is referred to the top of a stake driven in the the ground three feet southwest of the gauge (assumed elev. 100.00). The channel is straight for 200 feet above and 300 feet below the station. The bottom of the ditch is composed of a sandy loam. Discharge measurements are made with a current meter by wading. The initial point for soundings is the bench mark stake. ■ During 1913, the gauge was read by J. A. Gaff. Discharge Measurements of Gaff Ditch near Tenmile Police Detachment, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. May 31 June 23 H. D. St. A. Smith do Feet. 10.0 6.0 Sq.-ft. 8.82 3.10 Ft. per sec. 1.38 0.49 Feet. 1.50 0.50 0.38 Sec.-ft. 12.20 1.53 July 3 H. 0. Brown 0.72o a Weir measurement. BATTLE CREEK DRAINAGE BASIN 275 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Gaff Ditch near Tenmile Police Detachment for 1913. May. June. Day. Gaug Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feet. 1.67 1.83 1.75 1.50 1.46 1.46 1.50 1.58 1.25 1.17 1.00 1.50 1.50 1.33 1.33 bl.33 Sec.-ft. 14.6 2 17.0 3 15.2 4 1 12.2 5 11.6 6 . ; 11.6 7 12.2 8 13.4 9 8.8 10 7.8 11 5.9 12 . 12.2 12 . . i 12.2 14 10.0 15 10.0 16 . 10.0 17 18 . 19 20 21 22 23 . . 25 26 28 30 . ::::::::i:::::;;; al.50 12.2 a Gates opened May 31. b Gates closed June 16. Monthly Discharge of Gaff Ditch near Tenmile Police Detachment, for 1913. Month. Discharge in Second-Feet. Run-Off. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. May (31) . 12.2 17.0 12.2 5.9 12.2 11.5 24 June (1-16) 365 The period... 389 BATTLE CREEK AT WILKES RANCHE. This station was established July 5, 1910, by H. R. Carscallen. On May 29, 1912, it was moved seven miles downstream by G. R. EUiott. It is located on the N.W. % Sec. 33, Tp. 5, Rge. 27, W. 3rd Mer., and is twelve miles straight east of Tenmile police detachment and about ten miles north of Kehanhurst Post Office. The gauge, which is a plain staff graduated to feet and hundredths is nailed to a well- braced post sunk in the bed of the stream at the left bank, and is 120 feet from Wilkes' house. The zero of the gauge (elev. 90.01) is referred to a permanent iron bench mark (assumed elev. 100.00), located on the left bank 750 feet downstream from the gauge. 276 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 The channel curves at the gauge. Both banks are fairly high, sandy and not liable to overflow. The bed is composed of clean sand and is somewhat shifting. Discharge measurements are made with a current meter by wading. The initial point for soundings is a five inch stake marked "I. P." in red paint, located on the left bank, 1700 feet downstream from the gauge. The final point, 171 feet distant, is 654 feet north and 255 feet east of the quarter mound east of Sec 32, Tp. 5, Rge. 27, W. 3rd Mer. During 1913, the gauge was read by Mrs. Bertha Wilkes. Water was diverted in 1913 during June by Marshall and Gaff's ditch, twenty miles above this station. Discharge Measurements of Battle Creek at Wilkes' Ranehe, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 25 H. D. St. A. Smith Feet. 33.5 34.4 16.0 22.0 20.0 25.5 20.0 21.0 Sq.-ft. 32.00 28.20 45.00 11.10 7.90- 8.78 8.02 6.42 Ft. per sec. 2.67 2.82 1.45 1.76 1.27 0,44 1.69 1.13 Feet. 2.76 2.55 1.50 1.75 1.60 1.39 1.64 1.74 Sec.-ft. 85.6 May 16 do 70.4 June 18 do 6.5 July 15 ..... do 19.7 Aug. 12 do ... 10.1 Sept. 16 do 3.8 Oct. 8 ... do 13.5 " 31 do 7.1 Daily Gauge Height and Discharge of Battle Creek Wilkes' Ranehe, for 1913. April. May. June. D.w. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feet. 2.50 2.53 2.56 2.51 2.40 2.30 2.22 2.34 2.38 2.30 2.41 2.54 2.60 2.66 2.66 2.57 2.54 2.50 2.46 2.40 2.39 2.38 2.35 2.30 2.27 2.27 2.23 2.22 2.17 2.14 2.09 Sec.-ft. 66 69 71 67 60 53 48 56 58 53 60 69 74 78 78 72 69 66 64 60 59 58 56 53 51 51 49 48 45 43 40 Feet. 1.98 1.92 1.84 1.82 1.84 1.72 1.66 1.64 1.64 1.65 1.63 1.62 1.66 1.67 1.67 1.66 1.65 1.61 1.61 1.61 1.76 1.65 1.86 1.86 1.86 1.95 1.90 1.96 2.01 2.15 Sec.-ft. 33.0 2 29.0 . 3 24.0 4 23.0 5 5.03 5.14 5.67 5.98 5.13 4.76 4.72 4.97 5.53 6.32 5.94 5.90 3.96 3.46 3.40 3.48 3.38 3.26 3.04 2.90 2.72 2.65 2.60 2.53 2.59 2.55 307 314 372 406 313 272 268 295 357 444 402 398 188 143 138 145 136 126 108 97 86 78 74 69 73 70 24.0 6 17.9 7 14.6 8 13.5 9 13.5 10 • 14.0 11 13.0 12. ... 12.5 13 14.6 14 .--... 15.1 15 15.1 16 14.6 17 14.0 18 12.0 19 12.0 20 • . . 12.0 r- M 21 20.0 22 14.0 23 ■ 26.0 24 26.0 25 26.0 26 . . 31.0 27 28.0 28 32.0 29 35.0 30 44.0 31 1 BATTLE CREEK DRAINAGE BASIN 277 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Battle Creek near Wilkes' Ranche, for 1913. Ju ly. August. September. October. D.AY. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 1.98 1.98 1.86 1.90a 1.94a 1.98 1.92a 1.86 1.81 1.78 1.70 1.59 1.79 1.78 1.73 1.77 1.76 1.70 1.67 1.62 1.60 1.80 1.72 1.83 1.80 1.72 1.70 1.66 1.63 1.66 1.66 Sec.-ft. 33.0 33.0 26.0 " 28.0 30.0 33.0 29.0 26.0 23.0 21.0 16.8 11.0 22.0 21.0 18.4 21.0 20.0 16.8 15.1 12.5 11.5 22.0 17.9 24.0 22.0 17.9 16.8 14.6 13.0 14.6 14.6 Feet. 1.60 1.60 1.60 1.54 1.52 1.52 1.52 1.52 1.49 1.49 1.49 1.52 1.52 1.54 1.62 1.70 1.96 1.96 1.96 1.90 1.84 1.82 1.68 1.50 1.50 1.50 1.50 1.48 1.48 1.46 1.48 Sec.-ft. 11.5 11.5 11.5 9.1 8.3 8.3 8.3 8.3 7.2 7.2 7.2 8.3 8.3 9.1 12.5 16.8 32.0 32.0 32.0 28.0 24.0 23.0 15.6 7.5 7.5 7.5 7.5 6.8 6.8 6.1 6.8 Feet. 1.48 1.48 1.46 1.46 1.46 1.44 1.44 1.44 1.43 1.43 1.43 1.41 1.39 1.38 1.38 1.38 1.37 1.39 1.39 1.43 1.43 1.47 1.47 1.51 1.51 1.55 1.59 1.61 1.61 1.57 Sec.-ft. 6.8 6.8 6.1 6.1 6.1 5.6 5.6 5.6 5.4 5.4 5.4 5.0 4.7 4.6 4.6 4.6 3.8 4.7 4.7 5.4 5.4 6.4 6.4 7.9 7.9 9.5 11.1 12.0 12.0 10.3 Feet. 1.57 1.57 1.60 1.60 1.56 1.53 1.50 1.59 1.62 1.66 1.61 1.56 1.52 1.50 1.48 1.49 1.47 1.52 1.56 1.57 1.56 1.59 1.59 1.65 1.70 1.87 1.97 2.00 1.85 1.76 1.74 Sec.-ft. 10.3 2 10.3 3 11.5 4 11.5 5 9.9 6 8.7 7 7.5 8 11.1 9 12.5 10 14.6 11 12.0 12 9.9 13 8.3 14 7.5 15 6.8 16 7.2 17 6.4 18 8.3 19 9.9 20 10.3 21 ." 9.9 22 11.1 11.1 24 14.0 13.0b 12.0 27 11.0 10.0 29 9.0 8.0 31 7.0& a Gauge Height interpolated. b Ice conditions. Oct. 25 to 31. Discharge interpolated. Monthly Discharge of Battle Creek at Wilkes' Rauehe, for 1913. ' (Drainage area 297 square miles). Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. April (5 to 30) 444 78 44 33 32 12.0 34 70 40 12 11.0 6.8 3.8 6.4 203 59.5 20.8 20.8 12.8 6.53 10.0 0.684 0.200 0.070 0.070 0.043 0.022 0.034 0.66 0.23 0.08 0.08 0.05 0.02 0.04 11.264 3.658 1,238 July 1,279 787 388 October 615 The period . 1.16 19,229 GILCHRIST UROTHEKS DITCH NEAR KELVIXHURST. This station was established on Oetober 10, 1911, by F. T. Fletcher. It is located on the S.W. % See 11, Tp 5, Rro 27, W. 3r(l Mer., at the intake to the ditcli. The gauge, which is a plain staff graduated to feet and inches, is nailed to the right side of a flume at a point 4.5 feet from the; intake gate. The zero of the gauge (elev. 9G.92) is referred to the top of a post )assumed elev lOO.OO) at the lower end of the flume. 278 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Discharge measurements are made -nnth a current meter. The initial point for soundings is the right side of the flume at the gauge. Low discharges are measured with a weir below the flume. Water was diverted for eight days during June after the ditch had been repaired, to inspect the grades, but discharge measurements were not obtained STIRLING AND NASH DITCH NEAR KELVINHURST. This station was established on July 11, 1911, by F. M. French. It is located on the S.E. % Sec. 22, Tp. 3, Rge 27, W 3rd Mer., and is about one mile from the headgate of the ditch and 1,000 feet east of Stirling Brothers' house. The gauge, which is a plain staff graduated to feet and hundredths, is nailed to a post and braced to a small bridge neaf the centre of the ditch. The zero of the gauge (elev. 94.81) is referred to the top of a stake (assumed elev. 100.00), on the right bank. The ditch is straight for 1,000 feet above and 600 feet below the gauge. The cross- section is uniform and the bed and banks of the ditch are in good condition at this point. At ordinary stages, discharge measurements are made with a current meter by wading near the gauge, but during low water a; weir is used. During 1913, the gauge was read by Robert Stirling. Sufficient discharge measurements have not been made to determine accurately the dis- charge for 1913. The ditch was in used for 21 days from June 28th to July 19th. Discharge Measurements of Stirling and Nash Ditch near Kelvinhurst, in 1913. Date. ' Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. June 17 H. D. St. A. Smith Feet. 9.5 Sq.-ft. 6.61 Ft. per sec. 0.60 Feet. 1.32 Sec.-ft. 3.97 BATTLE CREEK AT NASH S RANCHE. This station was established May 11, 1910, by N. M. Sutherland It is located on the N.E. \{ Sec. 3, Tp. 3, Rge 27, W. 3rd Mer., and is 270 feet west of E. R. Nash's house. It is about 70 miles by trail from Maple Creek. The gauge, which is a plain staff graduated to feet and hundredths, is fastened to a post sunk in the bed of the stream at the left bank. The zero (elev. 90.23) is referred to a perma- nent iron bench mark (assumed elev. 100.00) on the left bank, seven feet east of the initial point of soundings, and in the line of the cross-section. The bench mark is also 1903 feet S. 81"., 28 W. from the N. E. cor.. Sec. 3, Tp. 3, Rge. 27, W. 3rd Mer. It is about eight inches above ground and is protected by a mound of rock. The stream flows in one channel 45 feet wide at ordinary stages. The channel is straight for 250 feet above and 300 feet below the station. The right bank is solid clay, high and not liable to overflow. The left bank is also of clay, but is low, and liable to overflow during high stages of the stream. The bed of the stream is composed of sand and gravel and may shift in high stages of the stream. Discharge measurements are made at ordinary stages with a current meter by wading. At high stages the stream cannot be waded and the discharge is computed from slope measu- rements. The initial point for soundings is the face of a five inch post on the left bank, 27 feet upstream from the gauge and marked "I. P." in red paint. During 1913, the gauge was read by E. R. Nash. Discharge Measurements of Battle Creek at Nash's Ranche, in 1913. Date. Hydrographer. Width. Area of Section. ■ Mean Velocity. Gauge Height. Discharge. April 24 H. D. St. A. Smith . . . Feet. 46.0 44.9 10.0 30.0 25.5 18.0 26.0 29.0 Sq.-ft. 79.10 59.80 3.00 16.80 12.60 5.15 10.50 20.00 Fl. per sec. 1.37 1.20 0.62 0.93 0.55 0.25 0.69 0.79 Feet. 2.10 1.53 0.38 0.65 0.51 0.36 0.58 0.87 Sec.-fl. 108 00 May 15 74 00 June 17 do 1 55 July 14 do 15 60 Aug. 9 do 5 80 Sept. 17 do 1 27 Oct. 9 do 7 20 Nov. 1 do 15.70 BATTLE CREEK DRAINAGE BASIN 279 SESSIONAL PAPER No. 25c Daily Gauge Height and Discharge of Battle Creek at Nash's Ranche, for 1913. April. May. Gauge Height. Dis- charge. Gauge I Dis- Height. charge. June. Gauge I Dis- Height. charge. 1 Feet. 3.94 3.89 3.69 3.84 3.34 3.29 3.70 3.61 4.12 6.12 4.89 3.68 3.54 4.34 5.66 5.74 3.73 3.29 3.09 2.51 2.55 2.51 2.29 2.10 2.00 1.78 1.65 1.65 1.44 1.60 Sec.-ft. 418 408 368 398 298 288 370 352 460 1,027 652 366 338 515 868 894 376 288 248 165 170 165 139 118 108 88 77 77 61 73 Feet. 1.63 1.65 1.41 1.45 1.54 1.47 1.44 1.20 1.18 1.27 1.25 1.23 1.20 1.63 1.55 1.43 1.53 1.48 1.33 1.58 1.43 1.45 1.35 1.32 1.28 1.23 1.25 1.23 1.13 0.98 0.93 Sec.-ft. 75 77 59 62 68 63 61 44 43 49 48 46 44 75 69 60 67 64 53 71 60 62 54 52 50 46 48 46 40 31 28 Feet. 0.83 0.83 0.81 0.73 0.73 0.63 0.54 0.43 0.30 0.28 0.31 0.28 0.31 0.28 0.28 0.27 0.33 0.32 0.31 0.57 0.97 0.62 0.57 0.67 0.69 0.89 1.07 1.05 0.99 0.95 Sec.-fl. 23.00 2 23.00 3 .' 22.00 4 18.00 5 18.00 6 13.00 7 8.60 8 4.00 9 0.40 10 0.24 11 0.42 12 0.29 13 . * 0.42 14 0.24 15 0.24 16 0.16 17 0.76 18 0.64 19 0.42 20 10.00 21 31.00 22 . 12.50 10.00 24 15.00 16.00 26.00 27 ■ 37.00 36.00 29 32.00 30.00 31 280 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 191 Daily Gauge Height and Discharge of Battle Creek at Nash's Ranche, for 1913. July. August. September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feel. 0.97 0.87 0.90 0.97 0.95 1.09 1.07 0.97 0.95 0.86 0.87 0.76 0.71 0.75 0.57 0.47 0.57 0.58 0.76 0.66 0.67 0.82 0.81 0.67 0.67 0.72 0.97 0.76 0.66 0.76 0.62 Sec.-fl. 31.0 25.0 26.0 31.0 30.0 38.0 37.0 31.0 30.0 24.0 25.0 19.5 17.0 19.0 10.0 5.6 10.0 10.5 19.5 14.5 15.0 22.0 22.0 15.0 15.0 17.5 31.0 19.5 14.5 19.5 12.5 Feel. 0.58 0.58 0.46 0.48 0.39 0.36 0.37 0.46 0.47 0.59 0.62 0.56 0.52 0.52 0.55 0.57 0.61 0.57 0.58 0.70 0.76 0.75 0.67 0.66 0.67 0.55 0.56 0.54 0.49 0.47 0.47 Sec.-ft. 10.50 10.50 5.20 6.00 2.40 1.35 1.70 5.20 5.60 11.00 12.50 9.50 7.60 7.60 9.00 10.00 12.00 10.00 10.50 16.50 19.50 19.00 15.00 14.50 15.00 9.00 9.50 8.60 6.40 5.60 5.60 Feet. 0.48 0.47 0.49 0.47 0.47 0.45 0.42 0.41 0.42 0.41 0.40 0.38 0.37- 0.37 0.37 0.36 0.37 0.36 0.37 0.37 0.37 0.38 0.47 0.50 0.52 0.57 0.58 0.55 0.67 0.66 Sec.-ft. 6.00 5.60 6.40 5.60 5.60 4.80 3.60 3.20 3.60 3.20 2.80 2.00 1.70 1.70 1.70 1.35 1.70 1.35 1.70 1.70 1.70 2.00 5.60 6.80 7.20 10.00 10.50 9.00 15.00 14.50 Feel. 0.65 0.65 0.60 0.62 0.66 0.60 0.57 0.57 0.53 0.57 0.62 0.67 0.57 0.62 0.57 0.59 0.61 0.57 0.58 0.57 0.69 0.57 0.57 0.62 0.59 0.67 0.59 0.78 0.82 0.68 0.60 Sec.-ft. 14 0 2 14 0 3 11 5 4 12 5 5 14.5 11.5 10.0 10 0 6 7 8 9 8 1 10 10 0 11 12 5 12 15 0 13 10 0 14 .>, . 12 5 15 10 0 16 11 0 17 12 0 18 10 0 19 10 5 20 -. 10 0 21 16 0 22 10 0 10 0 24 12 5 11 0 15 0 27 11 0 20 0 29 22 0 15 5 31 11 5 Monthly Discharge of Battle Creek at Xash's Ranche, for 1913. (Drainage area 500 square miles). DlSCH.\RGE IN Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. April Mav 1,027 77 37 38 19.5 15.0 22 61 28 0.16 5.6 1.35 1.35 8.1 339 55.3 13.0 21.2 9.43 4.93 12.4 0.678 0.111 0.026 0.042 0.019 0.010 0.025 0,76 0.13 0.03 0.05 0.02 0.01 0.03 20.178 3,401 June 772 Julv 1,304 August 580 September 293 October 762 The period 1.03 27,290 i FREXCHAMX RIVER DRAIXAGE BASIN 281 SESSIONAL PAPER No. 2oc Miscellaneous Discharge Measurements made in Battle Creek drainage basin, in 1913. Date. Hydrographer. Stream. Location. Width. Area of of Section. Mean Velocity. Discharge. June 9 9 " 13.... " 2.... 3 H. O. Brown do do do do do do H.R.Carscallen.. H. O. Brown. . . . do do do do .... do do do H.R.Carscallen... do H. O. Brown.... do Battle Creek do do Branch of do Fourmile Coulee. . . do do Mink Creek do Si.xmile Coulee do Spring Creek do do do Whitemud Coulee . do do do do N.W. 31-7-29-3.. S.W. 9-7-29-3.... S.E. 21-6-29-3... N.W. 29-7-29-3.. Feet. 22.0 17.3 15.6 Sq. feet. 14.8 14.9 14.2 Feet per sec. 1.16 1.39 1.60 a Sec.-ft. 17.1 21.0 23.0 0.34 S.E. 11-8-29-3... ^ 0 3.22 " 10.... " 17.... " 2 do a 2.16 do 1 a 1.73 S E. 31-7-29-3 1 a 0.63 " 9.... June 4 . . . . " 10.... " 3 S E 21-7-29-3 ... 1 a 0.47 S.W. 6-7-28-31... do 4.3 2.34 0.68 a 1.59 0.22 N.E. 21-7-29-3... 1 a 0.28 9 do ... . . a 0.29 " 3 SE. 11-8-29-3 1 o 0.13 " 4 S W 3-7-29-3 . .t a 0.23 May 31 Tune 2 2 S W. 26-7-29-3. . 1 a 0.18 do : a 0.16 do a 0.75 " 11 do a 0.08 " 17 do 0 1.73 a Weir measurement. FRENCHMAN RIVER DRAIXAGE BASIN. General Description. Frenchman River drains the greater portion of southwestern Saskatchewan. It rises in Cypress Lake in Tp.G, Rge. 26, W- 3rd Mer., and follows a southeasterly course for about ir)0 males, crossing into the United States in Range 10, West of the Third Meridian. It eventually finds its way into Milk River near Saco, Montana, and therefore forms a part of the general drainage basin of the jMissouri. Cypress Lake is on the southern slope of Cypress Hills at an elevation of about 3155 feet above sea level. It occupies what is probably a portion of an abandoned water course or chan- nel of an ancient river, which joined Battle Creek to the Frenchman River. The water of the lake is fresh and is suppUed by a number of coulees and small streams which rise in the hills to the north. The largest of these are Oxarart and Sucker Creeks, both of which have a small continuous flow. During dry years Cypress Lake does not overflow and the whole discharge of the French- man River is derived from Belanger, Davis and Fairwell Creeks and the north branch. From Township G, Range 23, West of the Third Meridian, where the north branch joins the main stream, there is no appreciable supply to the river while in Canada. Mule Creek which joins the river in Township 5, Range 17, West of the Third Meridian, and Snake Creek in Township 3, Range 13, West of the Third Meridian, however, have a small flow. The country surrounding Cypress Lake is of rolling prairie much broken by coulees. In many of these there is considerable tree growth but for the most part the country is devoid of all vegetation other than grasses. All the streams in the upper section of the drainage ba- sin, with the exception of the north branch, rise on the plateau at the top of the lulls. Flow- ing southward they break through deep well wooded gorges before reaching the lower flats along the river. The north branch, however, is in a deep valley throughout its entire length. Its feeders, like the western tributaries of the main stream, cut through from the bench to the valley in deep well wooded coulees. Below the mouth of the north brant^h there is little tree growth. Here and there along the river may be found small growtlis of shrubs and maple while up on the hillsides in some of the coulees there are small clumps of poplar covering an acre or so. Most of these coulees are rapidly becoming cleared by the s(>ttlers who are taking up the })ench lands above the river valley. The benches are well covered with grasses but the hills and sides of the valley are almost devoid of v(>getation. In the flats along the river, e.xcept, where irrigated, the chief vegetation consists of sagfj-brush and cactus. When the Frenchman River leaves the lake, it flows through a wide flat valley as far as mouth of Fairwell Creek. Most of this land is under proposed or constructed irrigation ditches, the covering an area of a])out :^93 acres. Below this point the valley becomes more; broken and narrows considerably while the side hills become higher. Small portions of this bottom will no doubt be brought under irrigation, but as yet little has been done in that direction. Below the junction of the north branch the valley becomes rough and rugged, the sides being cut with buttes and deep coulees. Here numerous outcropi)ings of lignite may be seen and also a deep seam of Ught colored clay and sand. This seam, which has been bleached 282 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 almost a pure white shows at many points along the river's entire course and is one of the most conspicuous objects in this region. From its color and nature the river receives its local name of the "Whitemud". At East End, some miles lower down, the valley again widens out into flats. Here is located the largest irrigation project in the Cypress Hills district. Messrs. Strong and Day have a large dam in the river and a system of ditches and storage reservoirs, by which they irrigate 2,581 acres. Directly above this project there are two smaller schemes covering 200 acres. Just below, Messrs. Morrison Brothers have a dam and ditch which ^\•ill irrigate 1,595 acres. Their ditch is carried across the river and continued by Messrs. Duncan and Watson who irrigate 935 acres more. Below the East End flat none of the flats, which occur at various points along the river, are irrigated as yet. A short distance below the mouth of Snake Creek, the river enters badlands which continue into the United States. The mean annual rainfall of this basin is not well established, but it is estimated that it would range from 12 to 16 inches, most of which falls in May, June and July. From Novem- ber to April, the streams are frozen over and usually there is an abundant snowfall. OXARART CREEK AT WYLIe's RANCHE. This station was established June 15, 1909 by H. R. Carscallen. It is located on the N.E Vi, Sec. 20, Tp. 6, Rge. 27, W. 3rd Mer., three miles above the point where the creek flows into Cypress Lake, and thirty-five miles south of Maple Creek. It is above the intake of Joseph Wylie's irrigation ditch. The gauge, which is a plain staff graduated to feet and hundredths, is attached to a braced post sunk in the bed of the stream at the left bank. The zero of the gauge (elev. 3199.03) is referred to a permanent iron bench mark (elev. 3203.75 above mean sea level irrigation surveys), situated on the right bank, four feet from the final point stake and in line with the cross section. The channel is straight for ten feet upstream, at which point four small courses converge. It is straight for twenty feet downstream and then is turned almost at right angles by Mr. Wylie's dam. Both banks are low and sodded and are liable to overflow at very high stages. The bed is coarse gravel and shifts during floods. During high stages the creek has several channels. On account of the porous gravel bed there is considerable seepage near the gauge. Discharge measurements are made during high stages at the gauge with a current meter by wading. The initial point for soundings is a square stake, driven close to the ground on the left bank and marked "I. P.". During ordinary stages measurements are made seventj' five feet downstream from the gauge, where the current is swift. During 1913, the gauge was read by Mrs. Rachel Wylie. Discharge Measurements of Oxarart Creek at Wylie's Ranche, in 1913. Date. Hydrographer Width. Area of Cection. Mean Gauge Discharge. Velocity. Height. April 16 April 25 H. D. ST. A. Smith do Feet. 39.0 7.0 6.0 6.0 5.0 5.0 3.5 3.5 4.0 Sq.-jt. 18.20 3.61 3.36 2.75 3.38 2.05 1.08 0.93 1.00 Ft. per sec. \ Feel. 1.93 1.54 1.16 1 1.03 0.98 0.83 0.56 0.70 0.39 0.61 0.50 ( 0.62 0.70 I 0.63 0.73 0.64 0.78 0.63 Sec.-ft. 35.20 4.20 May 17 do 3.19 June 19 do 2.75 July 15 do 1.31 Aug. 11 do do 1.25 Sept. 15 0.76 Oct. 8 do 0.68 Oct. 31 do 0.78 FRENCHMAN RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 283 Daily Gauge-height and Discharge of Oxarart Creek at Wylie's Ranche, for 1913. April. May. June. D.\Y. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Dis- Height. 1 charge. 1 Feet. Sec.-ft. 50.0 50.0 45.0 44.0 44.0 40.0 40.0 40.0 35.0 35.0 32.0 30.0 30.0 35.0 35.0 34.0 31.0 28.0 24.0 24.0 16.6 14.5 13.2 11.5 8.4 8.6 7.3 6.5 5.6 5.3 Feet. 1.05 1.05 1.00 1.10 1.10 1.09 1.00 0.98 0.98 0.95 0,95 0.90 0.90 0.88 0.85 0.83 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.84 0.84 0.83 Sec.-ft. 5.4 5.6 4.6 7.2 7.5 . 7.4 5.4 5.2 5.4 4.5 4.8 4.0 4.1 3.9 3.6 3.1 3.5 3.6 3.7 3.8 3.9 3.9 4.0 4.0 4.1 4.1 4.2 4.2 4.2 4.2 4.1 Feet. 0.83 0.83 0 83 Sec.-ft. 4 1 2 4 2 3 4 9. 4 1.70 0 83 'IS 5 ' 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.83 0.73 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 0.79 4 4 6 4 5 7 4 6 8 4 6 9 4 7 10 4 7 11 1.50 4 8 12 4 9 13 4 9 14 5 0 15 5 0 16 1.54 1.48 1.42 1.35 1.35 1.20 1.20 1.20 1.20 1.20 1.20 1.15 1.12 1.07 1.05 5 1 17 5 2 18 5 3 19 5 4 20 3 2 21 4 4 22 4 4 23.. 4 4 24 4 4 25 4 4 26 :... 4.4 27 4 4 28 4 4 29 4 4 30 4 4 31 a No observations of gauge heights. Discharge is estimated from run-off of streams in this locality. No. 2oc.— 19 284 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge-height and Discharge of Oxarart Creek at Wylie's Ranche, for 1913. Concluded. July. August. September. October. Day. Gauge Height. Ds- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Feel. Sec.-ft. Feet. Sec.-ft. Feet. Sec.-ft. Feet. Sec.-ft. 1 2 0.79 0.78 0.76 0.76 0.77 4.30 4.00 3.70 3.70 3.80 0.63 0.63 0.63 0.63 0.63 1.42 1.42 1.41 1.41 1.40 0.61 0.61 0.61 0.61 0.61 0.83 0.82 0.80 0.79 0.78 0 63 0.64 0.64 0.64 0.64 0.65 0.74 3 ; 4 5 0.73 0.72 0.72 6 7 8 0.75 0.70 0.70 0.68 0.65 3.50 2.60 2.60 2.20 1.80 0.63 0.63 0.63 0.63 0.63 1.40 1.39 1.39 1.38 1.37 0.61 0.61 0.61 0.61 0.61 0.76 0.74 0.73 0.71 0.70 0.64 0.64 0.64 0.64 0.64 0.71 0.71 0.70 9 10 0.69 0.69 11 12 13 14 15 0.65 0.63 0.63 0.63 0.63 1.80 1.60 1.60 1.50 1.50 0.61 0.61 0.61 0.61 0.61 1.15 1.14 1.12 1.11 1.08 0.61 0.61 0.61 0.61 0.61 0.69 0.68 0.66 0.65 0.64 0.64 0.64 0.64 0.64 0.64 0.70 0.70 0.71 0.72 0.73 16 17 18 19 20 0.63 0.63 0.63 0.63 0.63 1.50 1.50 1.49 1.49 1.49 0.61 0.61 0.61 0.61 0.61 1.07 1.06 1.04 1.02 1.01 0.63 0.63 0.63 0.63 0.63 0.74 0.74 0.73 0.74 0.72 0.64 0.64 0.64 0.63 0.64 0.75 0.76 0.76 0.77 0.78 21 22 23 24 25 0.63 0.63 0.63 0.63 0.63 1.48 1.48 1.48 1.47 1.46 0.61 0.61 0.61 0.61 0.61 1.00 0.99 0.98 0.96 0.94 0.63 0.63 0.63 0.63 0.63 0.72 0.71 0.71 0.70 0.70 0.64 0.64 0.64 0.64 0.64 0.79 0.79 0.80 0.81 0.82 26 27 28 29 30 ; 31 0.63 0.63 0.63 0.63 0.63 0.63 1.46 1.46 1.44 1.44 1.44 1.43 0.61 0.61 0.61 0.61 0.61 0.61 0.92 0.90 0.89 0.88 0.86 0.85 0.63 0.63 0.63 0.63 0.63 0.69 0.69 0.69 0.68 0.68 0.64 0.64 0.64 0.64 0.64 0.64 0.83 0.84 0.85 0.86 0.87 0.87 1 Monthly Discharge of O.xarart Creek at Wylie's Ranche, for 1913. (Drainage area 73 square miles.) April May June July August. . . . September. October. . . . The period. Discharge in Second-Feet. Run-Off. Maximum. 50.00 7.50 5.40 4.30 1.42 0.83 0.87 Minimum. 5.30 3.10 3.20 1.43 0.85 0.68 0.65 Mean. 27.480 4.550 4.570 2.060 1.130 0.721 0.760 Per square Mile. Depth in inches on Drainage Area. 0.376 0.062 0.063 0.028 0.015 0.010 0.010 0.42 0.07 0.07 0.03 0.02 0.01 0.01 0.63 Total in Acre-feet. 1.636 280 272 127 69 43 47 2.474 SUCKER CREEK .\T WHITCOMB AND ZEIGLER S RANCHE. This station was established May 26, 1909, by 11. R. Carseallen. It is located on the N.W. }4 Sec. 24, Tp. 6, Rgo. 2(), W. 3rd Mer., about five miles south of Belanger post office and about thirty-two miles south of Maple Creek. The gauge, whicli is a plain staff graduated to feet and hundredths, is attached to a verti- cal post sunk in the bed of the stream and securely stayed to the left bank. The zero of the gauge (elev. 3*191. 11) is referred to a permanent iron bench mark (elev. 3196.25 feet above FRENCH AM X RIVER DRAINAGE BASIN SESSIONAL PAPER No. 2.3c 285 mean sea level, Irrisration Survey's,) located 60' S.W. of the rod, which is 590 ft. X. 69°E . . of the X.E. corner Sec. 23, Tp. 6. Rge. 26, W. 3rd :SIer. The channel is straight for 50 feet above and 25 feet below the station. Both banks are low, sparsely covered with brush, and will overflow at high stages. The bed of the stream is composed of sand and coarse gravel. The current is sluggish at the station but swift immedia- tely below. Discharge measurements are made with a meter at or near the gauge by wading and at very low stages a weir is used. It is difficult to make accurate gaugings during high water, as the water overflows the banks. During 1913, the gauge was read by ]Mrs. P. A. Zeigler. Discharge Measurements of Sucker Creek at Whitcomb and Zeigler's Ranehe, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. AprU 16 May 20 .... J. S. Wright & E. W. W. Hughes. E. W. W. Hughes Feet. 32.0 16.0 14.5 24.5 18.0 13.0 13.0 14.0 10.0 Sq.-fl. 25.0 10.6 4.2 7.8 6.7 3.2 3.7 3.7 3.3 Ft. per sec. 1.55 0.61 0.66 0.47 0.18 0.52 0.67 0.53 0.68 Feet. 1.55 1.01 0.78 0.84 0.65 0.76 0.81 0.83 0.82 Sec.-ft. 39.00 6.50 June 23 do 2.80 June 26 do 3.70 July 26 do 1.22 Sept. 2 do 1.70 Sept. 29 do 2.50 Oct. 20 do 1.98 Nov. 13 do 2.20 Daily Gauge-height and Discharge of Sucker Creek at Whitcomb and Zeigler's Ranehe, for 1913. April. May. June. D.'^Y. Gauge Dis- Height. charge. Gauge Height. Dis- charge. Gauge Dis- Height. charge. 1 Feet. Sec.-ft. 2.00 92.0 1.80 68.0 1.60 44.0 1.77 64.0 2.18 113.0 2.62 166.0 2.52 154.0 2.22 117.0 2.00 92.0 1.78 65.0 1 . 68 53 . 0 2.00 92.0 2.05 98.0 2.08 101.0 1.82 70.0 1.52 35.0 1.38 22.0 1.28 16.4 1.28 16.4 1.21 13.0 1.19 ' 12.1 1.14 10.3 1.10 ; 9.0 1.05 7.6 1.03 1 7.1 1.03 ! 7.1 1.03 1 7 1 Feet. Sec.-ft. 1.05 7.60 1.13 10.00 1.13 10.00 1.10 9.00 1.00 6.30 Feet. Sec.-ft. 0.78 2.80 2 3 4 > 5 . . 0.75 I 2.40 0.75 1 2.40 0.75 1 2.40 0.75 . 2.40 6 ' 7 8 1.05 1.03 1.05 1.05 1.07 1.05 1.03 1.03 1.25 1.20 1.17 1.15 1.11 1.07 1.00 0.98 0.98 0.98 0.96 0.94 0.92 0.90 0.90 0.90 0.80 0.81 7.60 7.10 7.60 7.60 8.20 7.60 7.10 7.10 14.80 12.50 11.40 10.60 9.30 8.20 6.30 5.90 5.90 5.90 5.60 5.20 4.90 4.60 4.60 4.60 3.10 3.20 0.73 2.20 0.71 1.92 0.70 1.80 9 . . 10 '..'.'.....'..'. 11 12 13 14 0.70 0.70 0.70 0.71 0.81 0.82 0.69a 0.69 0.72 0.75 0.76 1.05 0.85 0.88 0.75 0.85 0.87 0.87 0.82 0.76 0.75 0.70a 1.80 1.80 1.80 1.92 3.20 3.40 15 :.:...:::::::.:::::: 1.68 16 17 18 1.68 2.00 2.40 19 2.60 20.. 7.60 21 3.80 22 4.30 23 2.40 24 3.80 25 4.10 26 ." 4.10 27 3.40 28 1.04 7.3 2.60 29 1.05 1.05 7.6 7.6 2.40 30 1.80 31 . _ __ \ a Between June 15th and 30th a small ditch running 'approximately a 30 sec ft. was taken out above gauge rod No. 25c.— 191 286 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge-height and Discharge of Sucker Creek at Whiteomb and Zeigler's Ranche, for 1913. — Concluded. July. August. September. October. Day Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 0.73 .75 .75 .95 .80 .75 .70 .68 .65 .68 .75 .75 .85 .75 .70 .70 .68 .65 .65 .65 .60 .75 .70 .65 .65 .65 .66 .68 .65 .66 0.65 Sec.-ft. 2.20 2.40 2.40 5.40 3.10 2.40 1.80 1.56 1.21 1.56 2.40 2.40 3.80 2.40 1.80 1.80 1.56 1.21 1.21 1.21 0.66 2.40 1.80 1.21 1.21 1.21 1.23 1.58 1.17 1.25 1.09 Feel. 0.64 .60 .60 .60 .65 .65 .67 .70 .75 .75 .75 .70 .70 .80 .75 .75 .76 .80 .78 .75 .70 .71 .70 .65 .65 .67 .67 .66 .67 .70 0.76 Sec.-ft. 1.00 0.55 .52 0.50 1.02 1.00 1.20 1.52 2.10 2.10 2.00 1.42 1.43 2.60 1.98 2.00 2.00 2.60 2.20 1.90 1.20 1.22 1.12 0.50 0.48 0.70 0.65 0.50 0.58 1.98 1.75 Feet. 0.75 .76 .73 .68 .65 .66 .67 .67 .68 .70 .71 .71 .71 .72 .74 .75 .75 .75 .76 .77 .78 .83 .85 .84 .83 .80 .80 1 .79 0.79 Sec.-ft. 1.60 1.70 1.29 0.64 .25 .38 .51 .51 .64 0.90 1.03 1.03 1.03 1.16 1.42 1..56 1.56 1.56 1.70 1.85 2.00 2.80 3.10 2.00 2.80 2.30 2.30 2.30 2.20 2.10 Feet. 0.80 .80 .80 .80 .81 .85 .83 .83 .83 .83 .82 .82 .82 .82 .84 .84 .84 .84 .84 .84 .84 .83 .83 .83 .83 .83 .83 .82 .83 .83 0.84 Sec.-ft. 2.20 2 . . . . 2.20 3 2.20 4 2.10 5 2.20 6 2.80 7 2.40 8 2.40 9 2.40 10 2.30 11 2.10 12 ■ 2.10 13 2.10 14 2.00 15 2.30 16 2 30 17 2.20 18 2.20 19 2.10 20 2.10 21 2.10 22 2.00 23 2.00 24 2.10 25 2.10 26 2.20 2.20 28 2.10 29 2.20 30 2 30 2.40 Monthly Discharge of Sucker Creek at Whiteomb and Zeigler's Ranche, for 1913. (Drainage area 33 square miles.) Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. April. ... . 166.0 14.8 7.6 5.4 2.6 3.1 2.8 7.10 3.10 1.68 0.66 0.48 0.25 2.00 52.50 7.40 2.76 1.590 0.224 0.084 1.770 3,124 0.258 455 0.090 164 July 1.89 0 aai 0.065 116 August 1.36 ' 6.041 0.046 0.054 0.077 84 1.57 2.21 0.048 0.067 93 October 136 The period 2.360 4,172 1 FRENCH AMN RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 287 LONEPINE CREEK AT HEWITT S RANCHE. This station was established July 17, 1909, by H. R. CarscaUen. It is located on the N.W. U Sec. 27, Tp. 7, Rge. 26, W. of 3rd Mer., about two miles west of the surveyed trail from Belanger post office to Maple Creek, and about four miles west of Belanger. The gauge, which is a plain staff graduated to feet and hundredths, is attached vertically to a post sunk in the bed of the stream at the right bank and securely stayed in place. The zero of the gauge (elev. 93.35) is referred to a permanent iron bench mark (assumed elev. 100.00), located on the right bank fifty feet west of the gauge. The channel is straight for about 35 feet above and 45 foot below the station. The right bank is high and not liable to overflow; the left is comparatively low and will overflow at high stages of the stream. The surface of the ground on the left bank is very rough and broken. The bed of the stream is composed of sand and coarse gravel. The current is smooth and swift. On June 27, 1913, a permanent 15" weir was placed on this creek along with a gauge, which was read during the remainder of the season. The elevation of the crest of the weir and zero of the gauge rod is 96.34, referred to the permanent iron bench mark at the old station. During 1913, the gauge was read by S. W. Hewitt. This station is below ditches constructed by A. P. McDonald and S. W. Hewitt and in the case of water being used in these ditches the records at the gauge do not give the complete discharge of the creek. Discharge Measurements of Lonepine Creek at Hewitt's Ranehe, in 1913. Date. Hudrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 15 May 21 June 28 July 26 Sept. 4 Sept. 29 Nov. 14 J. S. Wright & E. W. W. Hughes. E. W. W. Hughes Feet. 5.4 4.7 Sg.-fi. 7.0 3.5 Ft. per sec. 0.89 0.59 Feet. 2.55 2.07 1.52 1.48 a0.17 a 0.34 aO.22 Sec.-ft. 6.10 2.10 do 60.95 do 60.78 do 6 0.28 do 60.79 do 60.75 a Permanent weir gauge heights. b Weir measurements. 288 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge-height and Discharge of Lonepine Creek at Hewitt's Ranche, for 1913. April. May. June. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 1 Feel. 1 Sec.-ft. a\ Feel. 2.036 2.036 2.036 2.04 2.046 2.046 2.04 2.09 2.096 2.096 2.086 2.08 2.156 2.156 2.23 2.33 2.22 2.12 2.096 2.066 2.02 2.01 1.956 1.896 1.846 1.81 1.81 1.816 1.806 1.796 1.79 Sec.-fl. 1.96 1.96 1.96 1.99 1.99 1.99 1.99 2.20 2.20 2.20 2.10 2.10 2.40 2.40 2.80 3.30 2.70 2.30 2.20 2.10 1.93 1.90 1.73 1.57 1.44 1.38 1.38 1.38 1.36 1.34 1.34 Feet. 1.79 1.79 1.796 1.79 1.666 1 . 536 Sec.-fl. 1.34 2 1.34 3 1 1.34 4 j 1.34 5 1.11 6 . 2.21 1 •2.70 0 9'> 7 2.546 2.86 2.91 2.56 2.86 2.87 2.51 2.66 2.55 2.35 2.35 2.35 2.26 2.16 2.116 2.06 2.05 1.96 1.96 1.91 2.01 2.01 2.06 2.03 5.20 13.20 14.40 6.30 13.20 13.50 5.20 8.60 6.00 3.40 3.40 3.40 2.90 2.40 2.20 2.10 2.00 1.76 1.76 1.63 1.90 1.90 2.10 1.96 1.456 0.82 8 1.38 0.73 9 1.38 0.73 10 1.38 0.73 11 1.386 0.73 12 1.386 0.73 13 1.386 i 0.73 14 1.386 0.73 15 1.386 0.73 16 1.386 0.73 17 1.38 1.36 1.36 1.446 1.536 1.61 1.66 1.86 1.826 1.786 1.726 1.69 1.696 1.696 0.73 18 0.71 19 0.71 20 0.82 21 0.92 22 1.04 1.11 24 1.50 1.40 1.32 27 1.21 1.15 29 1.15 30 1.15 31 , .. o Ice in creek; no gauge heights recorded until April 6th. 6 Gauge height interpolated. FREXCIJMAX RIVER DRAIXAGE BASIX SESSIONAL PAPER No. 2.x: 289 D.\iLY G.\rGE-HEiGHT AND DISCHARGE of Lonepine Creek, at Hewitt's Ranehe, for 1913. Concluded. July. August. September. October. Day. Gauge Height. Dis- charge. Gauge Dis- Height. charge. Gauge Height. Dis- charge. Gauge 1 Dis- , Height, i charge. 1 Feet. a. 35 .50 b .50 b .49 .49 b .44 b .39 b.34 .30 b .35 .70 b.55 .41 b .40 .39 .39 b.39 b .39 b .39 39 b .44 .48 b .45 b .42 b .39 .34 b .36 .39 .38 b .35 .32 Sec.-ft. 0.82 1.35 1.35 1.31 1.31 1.31 0.96 .78 .64 0.82 2.40 1.56 1.03 0.99 .96 .96 .96 .96 .96 0.96 1.13 1.27 1.17 1.06 0.96 .78 .85 .96 .92 .82 0.71 Feet. Sec.-ft. .32 0.71 Feet. .22 .22 b .20 .17 b .16 b.l6 .15 .16 .19 b .20 b .22 b.24 b .26 b .28 b .30 b .32 b .34 .35 .34 .30 .25 b .30 .64 b .55 b .45 .35 b .34 .34 .34 .34 Sec.-ft. 0.40 .40 .35 .28 .25 .25 .23 .25 .33 .35 .40 .46 .52 .58 .64 .71 .78 .82 .78 .64 .49 0.64 1.96 1.56 1.17 0.82 .78 .78 .78 0.78 Feet. Sec.-ft. b,.35 1 0.82 9 b .26 ..20 b .29 .39 .35 b .35 b .35 b.35 .35 .33 .33 b.34 b .35 .52 .35 .61 .96 .82 .82 .82 .82 .82 .75 .75 .78 .82 b .36 1 .85 3 b .37 .89 4 b .38 .92 .39 .96 6 7 8 9 .39 ! .96 .39 ; .96 b.39 .96 b .39 .96 10 b .39 .96 11 12 13 b .39 ' .96 .39 .96 .39 .96 14 .39 .96 15 b 36 : .85 b .37 ' .89 b.38 .92 .39 .96 .35 1 .82 .35 .82 b.31 .68 b .27 .55 b .23 .43 .21 i .38 .20 ;35 .20 .35 b .39 .96 16 17 b .39 .96 b .39 i .96 18 b .39 .96 19 .40 I .99 20 .39 1 .96 21 .39 i .96 22 b.39 .96 23 b .40 b .41 b .42 .43 0.99 24 1.03 25 1.06 26 1.10 27 1 b .20 b .20 ' b .21 1 b .21 ! .22 1 .35 .35 .38 .38 0.40 .43 1 1.10 28 29 30 .43 b .42 b .41 b .40 1.10 1.06 1.03 0.99 a Gauge heights read on permanent weir from July 1st to October 31st. b Gauge height interpolated. Monthly Discharge of Lonepine Creek at Hewitt's Ranehe, for 1913. (Drainage area 8 square miles.) Discharge li^ Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Total in Drainage Acre-feet. Area. April (6-30) 10.40 3.30 1.50 2.40 0.96 1.96 1.10 1.63- 1.34 0.71 .64 .35 .23 0.82 6.720 1.990 0.990 1.060 0.652 0.639 0.976 .840 .248 .123 .132 .082 .080 .122 .781 413 May June July -August September October .• .286 122 . 137 59 . 152 65 .094 40 .089 38 .141 60 The period •. 1.680 1 797 290 STREAM MEASUREMENTS, 1913 BELANGER CREEK AT GARRISON S RANCHE. 4 GEORGE v., A. I9I4 This station was established June 12, 1909, by H. R. Carseallen. It is located on the S.W. % Sec. 18, Tp. 7, Rge. 25, W. 3rd Mer., one hundred and fifty yards west of Garrison's ranche (Belanger P.O.), and about twenty seven miles south of Maple Creek. This station was abandoned in June 1913 on account of the difficulty of securing a reliable observer. The station at Oakes' ranche 5K miles downstream is maintained instead. Discharge Measurements of Belanger Creek at Garrison's Ranche, in 1913. Date. Hydrographer. Width. Area of Section Mean Velocity. Gauge Height. Discharge. April 16 May 21 J. S. Wright & E. W. W. Hughes. E. W. W. Hughes Feet. 24.7 12.3 13.4 Sq.-ft. 21.5 10.6 8.4 Ft. per sec. 1.58 0.80 0.58 Feet. 2.26 1.91 2.01 Sec-Feel. 34.0 8.5 June 28 do 4.8 a This measurement was made }4 mile upstream from old station after gauge rod was moved to new station. BELANGER CREEK AT OAKES' RANCHE. This station was established on March 31, 1912, by M. H. French. It is located on the S.W. X Sec. 30 Tp. 6, Rge. 25, W. 3rd Mer., at Oakes' ranche and about 35 miles south of the town of Maple Creek. The gauge, which is a plain staff graduated to feet and hundredths, is attached to a verti- cal post sunk in the bed of the stream and securely stayed to the left bank. The zero of the gauge (3164.10) is referred to a permanent iron bench mark (elev. 3168.57 feet above mean sea level. Irrigation Surveys) and located 80' S.W. of the rod. The channel is straight for about 50 feet above and below the gauge. The left bank is heavily wooded. Both banks are low and liable to overflow during floods. The bed of the stream is composed of sand and gravel and is liable to shift. Discharge measurements are made by wading at a graded cross section about 25' above the gauge; the initial point for soundings is a wiUow stake, driven in the right bank and marked "LP". During 1913 the gauge was read by E. C. R. Harris. Practically no water was diverted from this creek during 1913. Discharge Measurements of Belanger Creek at Oakes' Ranche, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 16 May 20 J. S. Wright and E. W. W. Hughes E. W. W. Hughes Feel. 11.4 18.6 18.7 22.7 13.2 21.3 21.5 22.0 22.0 22.0 Sq.-ft. 14.7 7.9 6.8 10.6 9.4 7.0 8.2 8.2 7.8 8.2 Ft. per sec. 2.82 1.39 0.98 .52 .85 .48 .38 .47 .39 0.35 Feet. 0.98 .41 .31 .42 .43 .23 .24 .27 .23 0.22 Sec-Feet. 42.0 11.1 June 23 do 6.7 June 26 do 8.4 June 26 do a7.9 July 26 do 3.4 Sept. 2 do 3.1 Sept. 29 do 3.8 Oct. 30 do 3.0 Nov. 13 do 2.9 a This measurement was taken Ji mile downstream from regular station. FRENCHMAN RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 291 Daily Gauge-height and Dischakge of Belanger Creek, at Oakes' Ranche, for 1913. Day. April. Gauge I Dis- Height. charge. May. Gauge Height. Dis- charge. June. Gauge Height. Dis- charge 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. Fee 3.03a 2.98 2.92 2.97 2.56 2.56& 2.55& 2.55 2.35 2.166 1.976 1.786 1.596 1.406 1.206 0.99 0.936 0.876 0.81 0.75 0.696 0.636 0.576 0.50 0.446 0.386 0.326 0.27 0.336 0.39 Sec.-ft. 173.0 170.0 166.0 169.0 143.0 143.0 142.0 142.0 127.0 117.0 105.0 93.0 81.0 68.0 56.0 42.0 38.0 35.0 31.0 28.0 25.0 22.0 18.6 15.2 12.4 9.7 6.9 4.7 7.4 10.1 Feet. 0.386 0.36 0.356 0.346 0.34 0.356 0.35 0.366 0.37 0.376 0.37 0.386 0.38 0.456 0.51 0.486 0.45 0.446 0.426 0.41 0.406 0.396 0.38 0.386 0.37 0.35 0.356 0.36 0.38 0.376 0.366 Sec.-ft. 9.7 8.8 8.3 7.8 7.8 8.3 8.3 8.8 9.2 9.2 9.2 9.7 9.7 12.9 15.7 14.3 12.9 12.4 11.5 11.1 10.6 10.1 9.7 9.7 9.2 8.3 8.3 8.8 9.7 9.2 Feet. 0.35 0.34 0.34 0.33 0.33 0.336 0.326 0.31 0.306 0.29 0.306 0.326 0.33 0.326 0.32 0.326 0.32 0.33 0.30 0.316 0.326 0.336 0.33 0.366 0.396 0.41 0.396 0.376 0.35 0.346 Sec.-ft. 8.3 7.8 7.8 7.4 7.4 7.4 6.9 6.5 6.0 5.6 6.0 6.9 7.4 6.9 6.9 6.9 6.9 7.4 6.0 6.5 6.9 7.4 7.4 8.8 10.1 11.1 7.2 6.6 6.0 5.8 a Water flowing over ice 6 Gauge height interpolated. 292 STREAM MEASUREMTNTS, 1913 4 GEORGE v., A. 1914 Daily Gauge-height and Discharge of Belanger Creek, at Oakes' Ranelie, for 1913. Concluded. July. August. September. October. T>.\Y. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gaug Height. Dis- charge. Gauge Height. Dis- charge. 1 Feel. .33 b .41 b .49 .57 b .49 b .40 .32 .27 .27 b .32 .38 b .41 .45 b .43 b .41 b .40 .38 .37 b .35 b .33 b .30 .28 b .28 b .27 .27 .24 b.24 .24 .24 b .24 b .23 Sec.-fl. 5.4 7.9 10.8 13.7 10.8 7.6 5.2 3.8 3.8 5.2 7.0 7.9 . 9.4 8.6 7.9 7.6 7.0 6.6 6.0 5.4 4.6 4.0 4.0 3.8 3.8 3.2 3.2 3.2 3.2 3.2 3.0 Feel. .23 b .23 .22 b .22 .22 b .26 b .30 .33 b .32 .32 b .31 .30 b .35 b .40 b .37 b .35 .32 b .33 .35 b .33 .31 b .29 b .27 .24 b .23 .22 b .22 .21 b .22 b .23 .24 Sec.-fl. 3.0 3.0 2.8 2.8 2.8 3.6 4.6 5.4 5.2 5.2 4.8 4.6 6.1 7.6 6.6 6.1 5.2 5.4 6.1 5.4 4.8 4.2 3.8 3.2 3.0 2.8 2.8 2.6 2.8 3.0 3.2 Feel. b .24 .24 b .23 .21 b.21 b .20 .20 b .21 .23 b .22 b .21 .20 b .20 b .20 b .20 .20 b .20 .20 b .22 .23 b .24 b .24 .25 b.28 .31 b .30 b .29 b .28 .27 b .26 Sec.-fl. 3.2 3.2 3.0 2.6 b2.6 2.4 2.4 2.6 3.0 2.8 2.6 2.4 2.4 2.4 2.4 2.4 2.4 2.4 2.8 3.0 3.2 3.2 3.4 4.0 4.8 4.6 4.2 4.0 3.8 3.6 Feet. b .25 .25 b .25 .25 b.28 .31 b .29 b .28 .26 b .25 .25 .25 b .25 b .24 .24 .24 b .24 .25 b .25 .26 .26 b .25 .24 .24 b .24 .24 b .23 .22 b .22 b.22 b .22 Sec.-fl. 3.4 2 3.4 3 3.4 4 3.4 5 4.0 6 4.8 7. . . 4.2 8 4.0 9 3.6 10 3.4 11 . 3.4 12 3.4 13 3.4 14 3.2 15 3.2 16 3.2 17 3.2 18 3.4 19 . 3.4 20 3.6 21 3.6 22 3.4 23 3.2 24 3.2 3.2 3.2 27 3.0 2.8 29 2.8 , 2.8 31 2.8 b Gauge height interpolated. Monthly Discharge of Belanger Creek at Oakes' Ranche, for 1913. (Drainage area 64 square miles.) Discharge in Second-Feet. Run-Off. Month. Ma.\imum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. 173.0 4.7 15.7 1 7.8 11.1 5.6 13.7 3.0 7.6 ; 2.6 4.8 1 2.4 4.8 I 2.8 73.4 9.9 7.2 6.0 4.3 3.1 3.4 1.150 0.155 .113 .094 .067 .048 0.053 1.280 4.368 0.179 610 . 126 1 429 July .108 ' 371 . 077 263 . 054 182 0.061 208 1.885 1 6.431 i DAVIS CREEK AT DRtJRY S RAXCHE. This station was established ]VIav 24, 1909, by H. R. Carseallen. It is located on the N.E. 'A Sec. 29, Tp. 6, Rge. 25, W. 3rd ISIer., about five miles southeast of Belanger P.O., and about one-half mile from the mouth of the creek. The gauge, which is a plain staff graduated to feet and hundredths, is attached to a verti- cal post sunk in the bed of the stream and securely stayed to the right bank. The zero of the gauge (elev. 317G.79) is referred to a permanent iron bench mark (elev. 3183.06 feet above mean sea level, Irrigation Surveys) located about 25 feet west of the gauge. FRENCHMAN RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 293 The channel is straight for 150 feet above and 200 feet below the station. The right bank is comparatively high and will not overflow except in cases of extreme flood; the left bank is low and wUl overflow at high-water stages of the stream. Both banks are covered with brush. The bed of the stream is composed of sand and coarse gravel and there may be a slight sub- surface flow at this point. The current is swift. Discharge measurements are made at or near the gauge by wading. Owing to the left bank being low, high-water measurements cannot be made. Considerable annoyance is experienced by the construction of dams below the gauge by beavers. During 1913, the gauge was read by E. C. R. Harris. There are one or two proposed irrigation schemes on the head-waters of this stream, but as yet there has been no diversion of water. Discharge Measurements of Davis Creek at Drury's Ranche, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April IT J. S. Wright & E. \V. W. Hughes . Feet. 25.5 22.7 5.6 4.0 Sq.-fl. 35.3 10.3 2.6 0.8 Ft. per sec. 1.38 0.86 .99 0.49 Feet. 1.25 0.69 .46 0.35 Sec.-ft. 48.90 Mav 19 E. W. W. Hughes 8.80 do 2.60 do 0.41 Oct. 20 do Nil. Xov. 13 do Nil. Daily Gauge-height and Discharge of Davis Creek, at Drury's Ranche, for 1913. April. May. June. Day. Gauge Height. Dis- charge. Gauge Dis- Height. charge. I Gauge Height. Dis- charge. 1 Feet. 0.45a 0.70a 0.88a 1.16 1.90 3.35 2.48 3.02 2.43 2.69 2.90 2.65 2.81 1.58 1.57 1.40 1.25 1.176 1.11 1.046 0.976 0.90 0.826 0.74 0.70 0.68 0.72 0.76 0.76 0.75 Sec.-ft. 2.2 9.2 18.2 40.0 114.0 259.0 172.0 226.0 167.0 193.0 214.0 189.0 205.0 82.0 81.0 64.0 49.0 41.0 36.0 30.0 24.0 19.4 14.8 11.0 9.2 8.5 10.1 11,9 11.9 11.4 Feet. Sec.-ft. 1 0.71 ' 9.6 0.74 1 11.0 Feet. 0.54 0.51 0.50 0.50 0.48 0.48 0.48 0.47 0.47 0.47 0.47 0.48 0.47 0.47 0.47 0.48 0.47 0.47 0.47 0.48 0.47 0.47 0.47 0.48 0.48 0.48 0.47 0.46 0.46 0.46 Ser.-fl. 4.2 9 3.4 3 '. % . . . 0.76 0.71 0.70 0.68 0.66 0.70 0.69 0.68 0.68 0.66 0.65 0.74 0.78 0.74 0.70 11.9 9.6 9.2 8.5 7.8 9.2 8.8 8.5 8.5 7.8 7.4 11.0 12.8 11.0 9.2 3.2 4 . . 3.2 5 2.8 6 2.8 2.8 8 2.6 9 2.6 10 2.6 11 2.6 12 2.8 13 2.6 14 2.6 15 2.6 16 2.8 17 2.6 18 0.70 1 9.2 2.6 19 0.69 0.68 0.66 8.8 8.5 7.8 2.6 20 2.8 21 2.6 22 0.62 1 6.4 0.62 1 6.4 2.6 23 ... 2.6 24 0.60 0.58 0.56 0.56 0.54 0.56 0.56 0.54 5.8 5.2 4.7 4.7 4.2 4.7 4.7 4.2 2.8 25 . 2.8 26 2.8 2.6 28 . . . . 2.4 29 2.4 30 2.4 31 a Ice in creek; discharge estimated. 6 Gauge height interpolated. 294 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. I9I4 Daily Gauge-height and Discharge of Davis Creek, at Drury's Ranche, for 1913. Condvded. July. August. September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 0.46 .24 .46 .47 .67 .62 .49 .47 .47 .47 .47 .47 .49 .48 .48 .48 .47 .47 .47 .47 .47 .47 .47 .46 .47 .47 .46 .46 .46 .46 0.45 Sec.-ft. 2.4 2.4 2.4 2.6 8.1 6.4 3.0 2.6 2.6 2.6 2.6 2.6 3.0 2.8 2.8 2.8 2.6 2.6 2.6 2.6 2.6 2.6 2.6 2.4 2.6 2.6 2.4 2.4 2.4 2.4 2.2 Feet. 0.45 .45 .44 .45 .45 .45 .45 .45 .45 .45 .45 .45 .44 .44 .43 .42 .42 .42 .42 .40 .40 .40 .38 .38 .37 .36 .36 .36 .35 .35 0.36 Sec.-ft. 2.20 2.20 2.00 2.20 2.20 2.20 2.20 2.20 2.20 2.20 2.20 2.20 2.00 2.00 1.80 1.60 1.60 1.60 1.60 1.20 1.20 1.20 0.92 .92 .78 .64 .64 .64 .50 .50 0.64 Feet. 0.35 .35 .35 .34 .34 .34 .32 .32 .29 .28 .29 .29 .28 .28 .28 .27 .27 .27 .27 .27 .27 .27 .27 .27 .27 .27 .27 .26 .25 0.25 Sec.-ft. 0.50 .50 .50 .44 .44 .44 .32 .32 .18 .16 .18 .18 .16 .16 .16 .14 .14 .14 .14 .14 .14 .14 .14 .14 .14 .14 .14 .12 .10 0.10 Feet. 0.25 .25 .25 .25 .25 .25 .25 .25 .24 .23 .23 .22 .23 .23 .22 .22 .22 .22 .21 .20 .20 .19 .19 .19 .19 .18 .18 .18 .18 0.18 Sec.-ft. 0.10 2 .10 3 .10 4 .10 5 .10 6 .10 7 .10 8 .10 9 .09 10 .09 11 .08 12 .08 13 .07 14 .08 15 .08 16 .07 17 .-.. .07 18 .07 19 .07 20 .06 21 .05 22 .05 23 .05 24 .05 25 .05 26 .05 .04 28 .04 29 .04 30 .04 31 0.04 Monthly Discharge of Davis Creek at Drury's Ranciie, for 1913. (Drainage area 45 square miles.) Discharge in Second-Feet. Run-Off. Month. Maximum.! Minimum. Mean. I Per square Mile. Depth in inches on Drainage Area. ToUl in Acre-feet. April 259.00 2.20 12.80 4.20 4.20 2.40 8.10 2.20 2.20 0.50 0.50 0.10 0.10 0.04 77.400 7.970 2.760 2.870 1.550 0.221 0.071 1.720 0.177 0.061 0.064 0.034 0.005 0.002 1.920 0.204 0.068 0.074 0.039 0.006 0.002 4,609 490 June 164 July 176 95 September 13 October 4 The period 2.313 5,551 1 FAIRWELL creek AT DRURY S RANCHE. This station was established June 10, 1909, by II. R. Carseallen. It is located about eleven miles southeast of Belanger P.O., at Drury's ranche, on the N.W. V Sec. 30, Tp. 6, Rge. 24, W. 3rd Mer. The gauge, whicli is a plain staff graduated to feet and hundredths, is attached to a verti- cal post sunk in the left bank. The zero of the gauge (elev. 95.13) is referred to a permanent iron bench mark (assumed elev. 100.00), located about 20 feet southeast of the gauge. An auxiliary rod was located on this creek to enable gauge heights to be made during extreme high water. The zero of the auxiliary' rod has the same elevation as the main rod and is referred to the same bench mark. Pl.ATK No. 19 View in Valk'v of Fairwell Creek near East End. Saskatehewan. Plate Xo. 20 View of Frciu-hiiiaii I{iver near Seventy-mile ('rf)ssinf;, Saskatehewan. FRENCHMAN RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 295 The channel is straight for 75 feet upstream, but curves slightly to the right for 50 feet downstream. Both banks are comparatively low and -wall overflow at high stages of the stream. The banks are covered with brush above and below the station. The bed of the stream is composed of sand and coarse gravel. The current is sluggish at the station, but is swift a short distance below. Discharge measurements are made by wading, a short distance below the gauge. Owing to the low banks, high water measurements cannot be made. The initial point for soundings is a square stake driven close to the ground at the left bank and marked "LP." During 1913, the gauge was read by Ivan A. F. Harris. There are a number of proposed irrigation schemes which will take their supply from this stream at points above the gauging station. Armstrong and Sons were the only ones to divert water during the season of 1913. Discharge Measurements of Fairwell Creek at Drury's Ranche, in 1913. Date. Hydrographer. Width. .Area of Section. Mean Velocity. Gauge Height. Discharge. .\pril 17 May 19 J. S. Wright & E. W. W. Hughes . E. W. W. Hughes do Feet. 38.7 12.1 13.1 11.8 10.1 12.5 11.0 10.0 9.7 Sq.-ft. 80.20 10.10 9.18 7.38 9.00 3.54 2.35 1.78 1.84 Fl. per sec. 1.290 1.740 0.738 .786 .537 .686 .419 .359 0.365 Feet. 3.36 2.78 2.47 2.48 2.47 2.40 2.37 2.33 2.32 Sec.-ft. 102.00 17.60 June 19 6.78 July 19 do 5.80 July 28 do 4.83 -■Vug 30 do 2.44 Sept. 27 do 1.22 Oct. 18 do 0.64 Nov. 12 do 0.67 Daily Gauge-height and Discharge of Fairwell Creek, at Drury's Ranche, for 1913. April. May. June. Day. . Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 . Feet. 2.00 2.00 2.00 2.00 2.72 4.47 4.48 4.48 4.48 4.44 4.24 4.21a 4.18 4.32 4.00 3.78 3.34 3.28 3.22 3.17 3.12 3.06 2.92 2.92 2.85 2.78 2.62 2.68 2.91 2.96 Sec.-ft. 0.05 0.05 0.05 0.05 15.20 352.00 354 . 00 354.00 354.00 345.00 300.00 294.00 287.00 319.00 246.00 196.00 98.00 84.00 71.00 61.00 52.00 43.00 27.00 27.00 22.00 17.80 11.10 13.50 26.00 31.00 Feet. ' Sec.-ft. 2.80 1 18.80 Feet. 2.59 2.58 2.57 2.56 2.55 2.55 2.55 2.54 2.53 2.53 2.53 2.55 2.55 2.53 2.51 2.51 2.52 2.53 2.49 2.58 2.51 2.49 2.47 2.48 2.51 2.52 2.51 2.49 2.49 2.46 Sec.-ft. 9.80 2 2.78 2.78 2.76 2.74 2.72 2.73 2.74 2.74 2.74 2.74 2.75 2.74a 2.74 2.73 2.74 2.75a 2.75 2.78 2.65 2.65 17.80 17.80 16.90 16.00 15.20 15.60 16.00 16.00 16.00 16.00 16.40 16.00 16.00 15.60 16.00 16.40 16.40 17.80 12.30 12.30 9.40 3 9.00 4 8.60 5 8.20 6 8.20 7 8.20 8 7.80 9 7.40 10 7.40 11 7.40 12 . . 8.20 13 8.20 14 . . 7.40 15 6.60 16 ... 6.60 17 18 . 7.00 7.40 19 5.80 20 9.40 21.. 6.60 22 2.64 11.90 5.80 23 2.63 11.50 2.63 11.50 2.62 11.10 5.00 24 5.40 25 6.60 26 2.62 2.62 2.62 2.61 2.61 2.58 11.10 11.10 11.10 10.70 10.70 9.30 7.00 27 6.60 28 ■. .. 5.80 29 5.80 30 4.60 31 a Gauge height interpolated. 296 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge-height axd Discharge of Fairwell Creek, at Drury's Ranche, for 1913. Concluded. July. Day. 1 2 3 4 5, 6, 7, 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. Gauge Height. Feet. 2.45 2.45 2.45 2.60 2.5Sf 2.52 2.51 2.53 2.53 2.51 2.51 2.50 2.50 2.49 2.47 2.47 2.50 2.50 2.50 2.46 2.50 2.46 2.46 2.46 2.44 2.45 Dis- charge. Sec. -ft. 4.2 4.2 4.2 10.2 7.4 4.6 4.2 5.0 5.0 6.6 7.0 6.6 7.4 7.4 6.6 6.6 6.2 6.2 5.8 5.0 5.0 6.2 6.2 6.2 4.6 August. Gauge ; Dis- Height. charge. Feet. Sec.-fl. 2.45 2.44 2.43 2.44 2.44 2.43 2.44 2.46 2.45 2.45 2.45 2.45 2.46 2.46 2.45 2.45 2.45 2.45 2.44 2.44 2.44 2.44 2.43 2.43 2.43 2.43 2.43 2.43 2.42 2.43 2.43 4.2 3.8 3.4 3.8 3.8 3.4 3.8 4.6 4.2 4.2 4.2 4.2 4.6 4.6 4.2 4.2 4.2 4.2 3.8 3.8 3.8 3.8 3.4 September. October. Gauge Height. Feet. 2.45 2.46 2.45 2.44 2.45 2.45 2.45 2.46 2.45 2.46 2.46 2.45 2.45 2.46 2.46 2.42 2.37 2.37 2.37 a2.36 2.36 2.36 2.36 2.36 2.37 a2.37 2.37 2.37 2.37 a2.37 Dis- Gauge charge. Height. Sec.-fl. Feet. 4.20 2.37 4.60 2.36 4.20 2.36 3.80 2.35 4.20 2.35 4.20 4.20 4.60 4.20 4.60 4.60 4.20 4.20 4.60 4.60 3.00 1.50 1.50 1.50 1.25 1.25 1.25 1.25 1.25 1.50 1.50 1.50 1.50 1.50 1.50 2.35 2.35 2.35 2.36 2.36 2.36 2.36 2.36 a2.36 2.36 2.36 2.35 a2.34 2.34 2.34 2.34 2.34 2.34 2.34 2.34 2.34 2.34 2.34 2.34 2.34 2.34 Dis- charge. Sec.-fl. 1.50 1.25 1.25 1.00 1.00 1.00 1.00 1.00 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.25 1.00 0.90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 .90 0.90 a Gauge height interpolated. Monthly Discharge of Fairwell Creek at Drury's Ranche, for 1913. (Drainage area, 125 square miles.) Month. Discharge in Second-Feet. Maximum. Minimum. Mean. Per square MUe. Run-Off. Depth in inches on Drainage Area. Total in Acre-feet. April May June July August. . . . September. October Theperiod. 354.00 18.80 9.80 10.20 4.60 4.60 1.50 0.05 9.30 4.60 3.80 3.00 1.25 0.90 121.56 14.43 7.24 5.70 3.84 2.92 1.08 0.972 0.115 0.058 0.046 0.030 0.023 0.009 1.080 0.133 0.065 0.053 0.035 0.026 0.010 1.402 7.232 885 431 350 236 173 66 9.373 FRENCHMAX river at GORDON S RAXCHE. This station was established July 10, 1912, by G. H. Whyte. It is situated about three miles below the mouthof Fairwell Creek and about si.x miles above the mouth of the North Branch of Frenchman River. It is located on the N.W. % Sec. 16, Tp. 6, Rge. 24, W. 3rd Mer. The gauge, which is of the chain type, is spiked horizontally to two 8" by 8" posts sunk in the right bank and situated about 60 feet upstream from the cable. The zero of the gauge FREXCHMAX RIVER DRAIXAGE BASIX SESSIONAL PAPER No. 25c 297 (elev. 85.69) is refeiTed to a permanent iron bench mark (assumed olev. 100.00), located on the right bank 150 feet west of the gauge. The length of chain from the marker to the bottom of the weight is 1G.9S feet. The river flows in one channel at all stages, which is straight for about 100 feet above and below the station. Both banks are slightly wooded, high and not liable to overflow except in extreme flood stages of the stream. The bed of the stream is composed of clay and gravel and is not liable to shift. Discharge measurements are made during high water by means of a cable, ear, tagged wire, and staj' -^dre. Beaver dams above and below the station affect discharge measurements when the stream is not in flood. During low water, discharge measurements are made by wading at a point about 200 yards below the gauge. The gauge was read in 1913 by Capt. R. X. S. Gordon. Discharge Measurements of Frenchman River at Gordon's Ranehe, for 1913. Date. Hydrographer. Width. Area of Section. Mean Gauge Discharge Velocity. Height. April 17 J. S. Wright and E. W. \V. Hughes E. W. W. Hughes Feet. 46.8 33.5 42.3 27.0 22.0 22.0 20.0 20.2 Sq.-ft. 182.0 41.6 56.5 18.8 9.3 11.2 9.5 9.6 Ft. per sec. Feet. 1.230 i 4.67 1.320 1 2.69 1.120 2.89 Sec.-ft. 225.0 55.0 June 20 do 63.0 July 19 do 0.707 .407 .550 .474 0.383 2.09 13.2 Sept. 3 .... do 2.30 1 3.8 Sept. 29 do 2.31 6.3 Oct. 18 do 2.32 1 4.5 Nov. 11 do 2.30 ! 3.7 Daily Gauge-height and Discharge of Frenchman River, at Gordon's Ranehe, for 1913. ' May. June. July. August. September. ' .il)er. D.\Y. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 . ■■.... Feet. Sec.-ft. Feet. 2.14 2.11 2.10 2.09 2.09 2.09 2.08 2.04 2.00 1.98 1.98 2.00 2.08 2.10 1.96 1.92 2.08 •2.38 2.40 2.84 2.40 2.24 2.18 2.12 2.14 2.50 2.58 2.24 2.13 2.09 Sec.-ft. 16.4 14.6 14.0 13.4 13.4 13.4 12.8 10.5 8.5 7.7 7.7 8.5 12.8 14.0 6.9 5.6 12.8 31.0 32.0 61.0 32.0 22.0 18.8 15.2 16.4 38.0 44.0 22.0 15.8 13.4 Feel. 2.14 2.22 2.22 2.41 2.27 2.24 2.20 2.17 2.21 2.27 2.22 2.22 2.33 2.28 2.24 2.23 2.20 2.17 2.11 2.08 2.00 2.05 2.02 2.00 1.98 1.96 1.94 1.92 1.90 1.88 1.87 Sec.-ft. 16.4 21.0 21.0 33.0 24.0 22.0 20.0 18.2 21.0 24.0 21.0 21.0 28.0 25.0 22.0 22.0 20.0 18.2 14.6 12.8 11.6 11.0 9.5 8.5 7.7 6.9 6.2 5.6 5.0 4.6 4.4 Feet. 1.86 1.94 2.02 2.05 2.02 2.04 2.08 2.11 2.08 2.06 2.04 2.02 2.02 2.10 2.06 2.06 2.06 2.07 2.05 2.04 2.05 2.03 2.02 2.00 2.00 1.98 1.98 2.02 2.06 2.10 2.14 Sec.-fl. 4.2 6.2 9.5 11.0 9.5 10.5 12.8 14.6 12.8 11.6 10.5 9.5 9.5 14.0 11.6 11.6 11.6 12.2 11.0 10.5 11.0 10.0 9.5 8.5 8.5 7.7 7.7 9.5 8.4 7.0 6.0 Feet. 2.14 2.14 2.12 2.10 2.10 2.10 2.11 2.12 2.16 2.19 2.19 2.22 2.22 2.21 2.20 2.20 2.20 2.20 2.21 2.21 2.21 2.30 2.43 2.47 2.50 2.50 2.48 2.44 2.44 b2.43 Sec.-ft. 3.70 2.10 1.10 1.10 1.12 1.15 1.18 1.20 1.43 1.85 1.90 2.40 2.50 2.40 2.30 2.30 2.40 2.40 2.60 2.70 2.80 5.30 11.30 13.60 15.60 15.90 14.90 12.60 12.80 12.10 Feet. b2.42 b2.41 2.41 2.40 2.39 2.41 2.41 2.41 2.42 2.44 2.46 2.48 2.48 2.44 2.40 2.34 2.30 2.30 2.30 2.50 b2.30 b2.31 b2.31 b2.31 b2.32 2.32 2.33 2.34 2.34 2.36 2.38 Sec.-ft. 11.20 2 10.60 3 10 40 4 . 9 90 9.00 6 10.00 7 . 9 80 8 9.60 9 10.00 10 10 90 11 11 90 12 12.70 13 . 12 60 14 10 10 15 8.00 16 17 18 19 . 20 21 22 a 2.69 2.57 2.52 2.49 2.45 2.42 2.40 2.34 2.31 2.29 2.26 2.24 2.22 2.19 2.17 "si.o" 43.0 39.0 37.0 35.0 33.0 32.0 2.80 27.0 25.0 24.0 22.0 21.0 19.4 18.2 5.40 4.10 4.00 3 SO 3.90 3.80 4.00 23 4.00 24 4.00 25 4.30 26 4.30 27 4.60 29 29 30 31 4.90 4.90 5 . 50 6.20 a No observations made previous to May 17th. 6 Gauge height interpolated. 298 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Monthly Discharge of Frenchman River at Gordon's Ranche, for 1913. (Drainage area 430 square miles.) Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. May (17-31) . . . 51.0 61.0 33.0 14.6 15.9 12.7 18.20 6.90 4.40 4.20 1.10 3.80 30.30 18.50 16.30 10.00 5.22 7.37 0.070 0.043 0.038 0.023 0.012 0.017 0.039 0,048 0.044 0.026 0.013 0.020 902 June 1 100 July 1 002 August 612 September 311 October 453 The period [ 0.190 4,380 1 EOS E CREEK AT EAST END. This station was established on May 1, 1911, bv G. H. Whj'te. It is located on the N.E. ^ Sec. 26, Tp. 7, Rge. 22, W. 3rd Mer., at East End post office. The gauge, which is a plain staff graduated to feet and hundredths, is nailed to a verti- cal post sunk in the left bank. The zero of the gauge (elev. 91.09) is referred to a permanent iron bench mark (assumed elev. lOO.OO), located on the left bank about 30 feet downstream from the gauge. The gauge is situated 1324 feet N. 46° 30' W. of the E. j4 corner of Sec. 26, Tp. 7, Rge. 22, W. 3rd Mer. The channel of the stream is straight for about 40 feet above and 75 feet below the sta- tion. The right bank is low and liable to overflow, but the left is high and not liable to overflow. The bed of the stream is composed of sand, which has a small amount of vegetation and shifts slightly. Discharge measurements are made during high water stages by wading at the gauge. The initial point for soundings is a stake on the left bank. During 1913 a permanent weir was established on this stream about 25' above the gauge rod. The elevation of the crest and the zero of the rod is 92.98, referred to the permanent iron bench mark at the old station (assumed elev. 100.00). During 1913, the gauge was read by B. E. Rose post master at East End. B. E. Rose has an irrigation ditch which diverts water from Rose Lake, the source of Rose Creek. No water was diverted by this ditch during 1913. Discharge Measurements of Rose Creek at East End, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 25 E. W. W. Hughes do do do Feel. 2.7 a Sq.-ft. 1.6 Ft. per sec. 0.456 Feel. 0.89 0.76 0.73 0.60 Sec.-ft. 0.73 June 17 0.36 Oct. 11 a 0.21 Nov. 1 0.21 a Weir measurement. FRENCHMAX RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 299 Daily Gauge-height and Discharge of Rose Creek, at East End, for 1913. April. May. June. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Dis- Height. charge. 1 Feet. 1.96 1.77 1.94 Sec.-ft. 23.00 16.90 22 00 Feet. 0.98 1.03 0.99 1.02 1.28 0.99 1.06 1.08 1.05 1.04 1.04 1.04 1.03 1.11 1.08 1.07 1.06 1.03 1.04 1.03 1.02 1.00 1.01 1.00 1 00 Sec.-ft. 0.87 1.07 0.91 1.03 3.40 0.90 1.21 1.32 1.16 1.12 1.12 1.12 1.07 1.48 1.32 1.26 1.21 1.07 1.12 1.07 1.03 0.94 0.98 0.94 n 94 Feet. : Sec.-ft. 1 0 . 88 0 . 57 2 0.85 0.50 3 0 . 82 0 . 44 4 2. '42 ' 36.00 0.80 0.40 5 2.45 2.10 1.96 1.78 1.74 1.75 1.70 1.68 1.41 1.30 1.26 1.20 1.04 0.96 1.03 1.05 1.02 0.93 0.88 0.86 0.86 0.90 0.90 1.00 1.00 0.94 37.00 27.00 23.00 17.20 16.00 16.30 14.80 14.20 6.20 3.70 3.00 2.30 1.12 0.80 1.07 1.16 1.03 0.70 0.57 0.52 0.52 0.61 0.61 0.94 0.94 0.73 .0.74 0 30 6 0.73 0.72 0.70 0.68 0.66 0.68 0.75 0.93 0.72 0.66 0.64 0.66 0.24a 0.14 0.70 0.26 0.28 0.25 0.30 0.26 0.26 0.28 0.22 0.18 0.16 0 29 7 0.27 8 0.24 9 0 21 10 0 18 11 '. 0.21 12 0.32 13 0 70 14 0 27 15 0.18 16 1 14 17 0 18 18 1.15 19 0.52 20 5 67 21 1 30 22 1 46 23 1 23 1 62 25 1 30 26 0.99 ! 0.90 0.99 0.90 0.97 0.83 0.90 0.61 0.94 0.73 0 90 f fii 1 30 27 1 46 28 1.01 29 0 75 30 0.64 31 a Gauge heights taken on 3' weir June 18 to Sept 19. Xo. 25c.— 20 300 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge-height and Discharge of Rose Creek, at East End, for 1913. — Concluded. Ju ly. August. September. October. Day. Gauge Dis- Gauge Dis- Gauge Dis- Gauge Dis- Height. charge. Height. charge. Height. charge. Height. charge. Feet. Sec.-ft. Feel. Sec.-ft. Feet. Sec.-ft. Feel. Sec.-ft. 1 .14 0.52 .03 0.05 .06 0.15 .10 0.13 2 .18 0.75 .03 .05 .04 .08 .10 .13 3 .16 .32 0.64 1.78 .03 .03 .05 .05 .03 .03 .05 .05 .09 .09 11 4 • .11 5 .18 .12 .16 0.75 0.41 .64 .09 .06 .04 .27 .15 .08 .03 .03 .03 .05 .05 .05 .11 .18 .18 15 6 31 7 ■. .31 8 .10 .09 .32 .27 .05 .08 .11 .23 .03 .04 .05 .08 .16 .15 26 9 .24 10 .10 .32 .09 .27 .03 .05 .14 .21 11 .17 .69 .06 .15 .03 .05 .14 .21 12 .10 .32 .04 .08 .03 .05 .14 .21 13 .12 .41 .03 .05 .03 .05 .13 .19 14 .13 .46 .10 .32 .04 .08 .12 .17 15 .10 .32 .09 .27 .04 .08 .13 .19 16 .08 .23 .06 .15 .04 .08 .13 .19 17 .06 .15 .05 .11 .04 .08 .13 .19 18 .06 .06 .15 .15 .09 .08 .27 .23 .04 .06 .08 .15 .13 .13 19 19 .19 20 .05 .05 .11 .11 .06 .04 .15 .08 a .10 .08 .13 .09 .14 .14 .21 21 .21 22 .08 .23 .04 .08 .14 .21 .14 .21 23 .06 .15 .03 .05 .24 .47 .14 .21 24 .06 .15 .03 .05 .16 .26 .13 .19 25 .05 .04 .11 .08 .03 .03 .05 .05 .14 .12 .21 .17 .13 b .14 .19 26 .21 27 .05 .11 .03 .05 .10 .13 b .14 .21 28 .04 .04 .08 .08 .03 .03 .05 .05 .10 .10 .13 .13 .15 .15 24 29 .24 30 .04 .04 .08 0.08 .04 .08 .08 0.23 .10 0.13 .15 .14 .24 31 0.21 a Weir changed from 3' crest to 15" crest on Sept. 20. b Gauge height interpolated. Monthly Discharge of Rose Creek at East End, for 1913. (Drainage area 13 square miles.) Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square MUe. Depth in inches on Drainage Area. Total in Acre-feet. ."Vpril 37.00 3.40 5.70 1.78 0.32 0.47 0.31 0.52 0.61 0.14 0.08 0.05 0.05 0.11 9.480 0 729 0.813 0.098 0.071 0.030 0.012 0.010 0.018 564 1.100 1 6.085 0.827 0.064 0.344 ! 0 026 68 49 July 21 0.126 0.114 0.209 0.010 0.009 0.016 8 September October 13 The period 1.052 730 FRENCHMAN RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 301 NORTH BRANCH OF FRENCHMAN RIVER AT CROSS RANCUK. This station ^\-as established July 25, 1908, by F. T. Fletcher. It is located on the X.E. % Sec. 16, Tp. 7, Rge. 22, W. 3rd Mer., about two and one-half miles from East End post office, and about fortj'-five miles southeast of IVIaple Creek by trail. The gauge, which is a plain staff graduated to feet and hundredths, is placed yertieally at the right bank about one mile downstream from the intake of Frank Cross' irrigation ditch, and one hundred yards below his house. The zero of the gauge (elev. 90.27) is referred to a permanent iron bench mark (assumed elev. 100.00), situated 260 feet northeast of the gauge and 1315 feet S. 5° 36' W. from the N.E. corner of Sec. 16, Tp. 7, Rge. 22, W. 3rd Mer. The channel is straight for about 100 feet above and 400 feet below the station. Both banks are fairly high, but are Hable to overflow dm-ing floods. The bed of the stream is sandy and jnay shift at high stages. The current is smooth and fairly swift. Discharge measurements are made at or near the gauge by wading. The initial point for soundings is a aquare hardwood plug, driven into the ground on the right bank of the stream and marked "B.M." with white paint. During 1913 the gauge was read by Frank Cross. Irrigation ditches owned by F. Cross, H. Cross and W. F. McNicol take their supply from this stream above the gauging station; F. Cross and H. Cross were the only ones to divert water during 1913. Discharge Measurements of North Branch Frenchman River at Cross' Ranche, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 19 E. W. W. do do do do do do do do do do do do Hughes j Feel. ...'■■ 11.2 11.1 Sq.-ft. 9.68 7.74 7.70 8.26 9.34 8.65 11.56 9.92 5.75 6.34 5.35 6.42 8.86 Ft. per sec. 1.550 1.200 1.280 1.250 1.330 1.210 1.530 1.210 0.956 0.894 0.854 1.060 0.746 Feet. 1.37 1.31 1.34 1.41 1.37 1.28 1.54 1.32 1.09 1.08 1.07 1.16 1.35 Sec.-ft. 14.6 April 24 9.3 April 25 11.1 9.8 May 9 11.1 10.3 Mav 15 11.0 12.4 June 13 11.2 12.5 June 13 11.2 al7.6 Julv 14 11.0 12.0 July 30 11.0 5.5 Aug. 21 11.9 5.5 Sept. 15 11.0 4.6 Oct. 11 11.0 6.8 Nov. 3 11.0 6.6 a F. Cross empty ng his reservoir caused high di charge at gauge. Xo. 2.5c.— 20 i 302 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge-height and Discharge of North Branch of Frenchman River, at Cross' Ranche, for 1913. April. May. June. Day. Gauge Heght. Dis- charge. Gauge Dis- Height. charge. 1 Gauge Height. Dis- charge. 1 Feet. 4.65 4.41 4.38 4.41 4.42 4 71 Sec.-ft. 232.0 212.0 210.0 212.0 212.0 2.17 0 Feet. 1.41 1.45 1.40 1.38 1.51 1.40 1.37 1.45 1.41 1.40 1.34 1.34 1.33 1.42 1.42 1.36 1.36 1.34 1.32 1.32 1.30 1.29 1.29 1.28 1.28 1.27 1.27 1.26 1.25 1.25 1.24 Sec.-ft. 11.1 12.1 10.6 10.0 13.6 10.3 9.4 11.5 10.3 10.6 9.6 9.9 10.2 13.4 19.3 12.2 12.2 11.6 11.1 11.1 10.5 10.3 10.3 10.1 10.1 9.9 9.9 9.6 9.4 9.4 9 2 Feet. 1.19 1.19 1.18 1.17 1.15 1.10 1.08 1.05 1.03 1.00 0.94 0.98 1.28 1.25 1.11 0.94 0.92 1.45 1.03 2.00 1.40 1.25 1.30 1.45 1.42 1.50 1.40 1.30 1.27 1.25 Sec.-ft. 8 0 2 8 0 3 7 8 4 7 6 5 7 2 6 6 1 7 4 41 212 0 5 7 8 4.11 3.33 3.81 3.43 3.41 2.21 1.86 1.56 1.41 1.41 1.40 1.41a 1.38 1.38 1.37 1.35 1.31 1.35 1.34 1.34 1.36 1.39 1.37 186.0 112.0 129.0 119.0 114.0 48.0 33.0 18.0 14.0 14.0 13.0 14.0 14.3 13.6 12.4 11.1 9.3 10.1 9.7 9.6 10.0 10.7 10.1 5 1 9 4 8 10 4 2 11 3 1 12 3 8 13 10.4 14 9 7 15 6 4 16 3 1 17 ; 2 9 18 15 6 19 4 9 20 37 06 21 14 1 22 9 8 23 11 2 24 16 7 25 14 8 26 17.4 14 2 28 11 3 29 10 5 31 10.0 a Shifting conditions commence. b F. Cross emptying his reservoir. FRENCHMAN RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 303 Daily Gauge-height and Discharge of North Branch of Frenchman River, at Cross' Ranche, for 1913. — Concluded. July. August. September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 1.20 1.25 1.24 1.52 1.35 1.25 1.33 1.20 1.15 1.18 1.30 1.18 1.16 1.32 1.25 1.27 1.19 1.09 1.08 1.09 1.10 1.11 1.11 1.10 1.10 1.12 1.13 1.13 1.11 1.13 1.12 Sec.-ft. 8.7 10.0 9.7 18.2 12.9 10.0 12.3 8.7 7.6 8.6 11.4 8.3 7.8 12.0 10.0 10.6 8.5 6.3 6.0 6.2 6.5 6.6 6.6 6.3 6.3 6.6 6.7 6.6 6.1 6.4 6.1 Feet. 1.11 1.10 1.08 1.06 1.11 1.16 1.14 1.14 1.15 1.29 1.18 1.12 1.10 1.15 1.22 1.14 1.13 1.16 1.16 1.12 1.13 1.11 1.11 1.12 1.11 1.09 1.09 1.09 1.10 1.11 1.16 Sec.-ft. 6.0 5.8 5.4 5.0 6.0 7.1 6.7 6.7 6.9 10.3 7.6 6.3 5.9 7.0 8.5 6.8 6.6 7.2 7.2 6.4 6.6 6.3 6.3 6.5 6.2 5.8 5.7 5.7 5.9 6.1 7.1 Feet. 1.16 1.12 1.12 1.13 1.12 1.11 1.09 1.10 1.12 1.12 1.11 1.10 1.11 1.11 1.12 1.13 1.14 1.14 1.15 1.16 1.16 1.17 1.34 1.28 1.21 1.19 1.18 1.17 1.16 1.16 Sec.-ft. 7.0 6.1 6.0 6.2 6.0 5.7 5.3 5.5 5.9 5.9 5.6 5.3 5.5 5.5 5.7 5.8 6.0 6.1 6.3 6.5 6.5 6.8 11.0 9.4 7.7 7.3 7.1 7.0 6.8 6.8 Feet. 1.15 1.15 1.16 1.17 1.19 1.24 1.25 1.23 1.22 1.20 1.20 1.20 1.19 1.20 1.21 1.21 1.23 1.25 1.28 1.26 1.25 1.22 1.19 1.18 1.17 1.17 1.18 1.17 1.16 1.19 1.21 Sec.-ft. 6.6 2 6 6 3 6.9 4 7.1 5 7 5 6 8 7 7 9.0 8 ■. 8.6 9 8 3 10 7.8 11 .' 7.9 12 7.9 13 7.7 14 7.9 15 8.1 16 8 1 17 8.6 18 ... . 9 1 19 9.9 20 9.4 21 9.1 22 8.4 23 7.7 24 7.4 25 7.2 26 7.2 7.4 28 7.2 29 7.0 30 7.7 8.1 Monthly Discharge of North Branch of Frenchman River at Cross' Ranche, for 1913. (Drainage area, 53 square miles.) Month. Discharge in Second-Feet. Run-Off. Ma.ximum. Minimum. jMean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. April May June July August.. . . September. October The period. 237.0 13.9 37.0 18.2 10.3 11.0 9.9 9.3 9.2 2.9 6.0 5.0 5.3 6.6 82.10 10.40 9.71 8.54 6.57 6.48 7.94 1.550 0.196 0.183 0.161 0.124 0.122 0.150 1.730 0.226 0.204 0.186 0.143 0.136 0.173 2.798 4.885 640 578 525 404 386 488 7,906 FRENCHMAN RIVER AT PHILLIPS RANCHE. This station was established July 9, 1912, by G. H. Whyte. It is located on Phillips' Ranche, in the N.E. % Sec. 23, Tp. 6, Rge. 23, W. 3rd Mer. It is 13 miles by trail from East End post office. The gauge, which is a plain staff graduated to feet and hundredths, is fi.xed to a post at the left bank about 900 feet upstream from the station. The zero (elev. 90.02) is referred to a permanent iron bench mark (assumed elev. 100.00), located on the left bank and about 2.5 feet N.E. of the gauge. 304 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 The river flows in one channel at all stages. It is straight for 300 feet above and 500 feet below the station. Both banks are slightly wooded, high and not liable to overflow. The bed of the stream is composed of sand and gravel. ^ Discharge measurements are made during high water by means of a cable ear, tagged wire and stay wire, and at low stages by wading. The initial point for soundings is the anchorage on the left bank, and marked I. P. 0+00. During 1913 the gauge was read by A. A. Phillips. Discharge Measurements of Frenchman River at Phillips' Ranche, in 1913. Date. Hydrographer. Width. Area of Section. Mean V'elocity. Gauge Height. Discharge. April 18 Mav 16 J. S. Wright & E. W. W. Hughes. E. VV. W. Hughes Feet. 44.0 46.1 47.6 42.7 42.0 42.5 43.4 42.0 42.2 Sq.-fl. 72.8 65.1 70.8 40.0 32.4 33.3 33.7 34.4 34.0 Fl. per sec. 3.040 1.280 0.847 .566 .418 .406 .472 .450 0.456 Feet. 2.71 1.92 1.81 1.36 1.20 1.21 1.27 1.27 1.26 Sec.-Jt. 222.0 84.0 Tune 18 ... do 60.0 Julv 17 do 23.0 \ug 2 do 13.5 Aug 22 do 13.5 Sept. 24 do 15.9 Oct. 17 do 15.4 Nov. 10 do 15.6 Daily Gauge-height and Discharge of Frenchman River, at Phillips' Ranche, for 1913. April. May. June. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feel. 1.86 1.82 1.86 1.85 1.80 1.82 1.77 1.76 1.76 1.76 1.76 1.74 1.72 1.79 1.90 1.92 1.88 1.84 1.81 1.72 1.70 1.69 1.65 1.65 1.62 1.54 1.50 1.48 1.46 1.45 1.45 Sec.-ft. 70 66 70 69 63 66 60 59 59 59 59 57 54 62 75 77 72 68 65 54 52 51 47 47 44 36 32 31 29 28 28 Feel. 1.45 1.45 1.44 1.45 1.44 1.42 1.40 1.38 1.36 1.35 1.34 1.34 1.35 1.46 1.36 1.39 1.55 1.70 1.56 1.68 2.21 1.66 1.59 1.69 1.61 1.67 1.67 1.62 1.54 1.47 Sec.-ft. 28.0 2 28.0 3 27.0 4 28.0 27.0 6 6.25 6.55 7.46 6.14 5.51 5.17 5.08 5.35 4.74 4.36 3.95 3.45 2.71 2.66 2.56 2.46 2.26 2.08 1.92 1.86 1.76 1.75 1.81 1.88 1.90 999 1.065 1,265 975 836 761 742 801 667 583 493 383 222 211 190 170 132 102 78 70 59 58 65 72 75 26.0 7 24.0 8 23.0 9 21.0 10 20.0 11 19.7 12 19.7 13 20.0 14 29.0 15 21.0 16 23.0 17 . 37.0 18 52.0 19 38.0 20 21 50.0 123.0 22 48.0 23 41.0 24 61.0 25 43.0 26 49.0 27 49.0 28 44.0 29 36.0 30 30 0 31 FRENCHMAN RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 305 Daily Gauge-height and Discharge of Frenchman River, at Phillips' Ranche, for 1913. Concluded. July. August. September. October. Day. Gauge. Dis- Height. ! charge. Gauge Dis- Height. charge. • Gauge Height: Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. 1.46 29.0 Feet. Sec.-ft. 1.21 13.7 1.20 13.4 1.18 13.0 1.17 1 12.9 1.19 13.2 1.21 13.7 1.24 14.5 1.22 14.0 1.21 13.7 1.21 13.7 1.21 13.7 1.20 13.4 1.20 13,4 1.22 14.0 1.23 14.2 1.26 15.3 1.26 15.3 1.28 16.2 1.26 15.3 1.26 15.3 1.25 14.8 1.22 14.0 1.20 13.4 1 . 18 13 . 0 1.18 ' 13.0 1.16 12.7 1.16 12.7 1.14 12.4 1.14 12.4 1.14 12.4 1.16 12.7 Feet. 1.15 1.14 1.14 1.14 1.13 1.10 1.10 1.11 1.08 1.08 1.08 1.07 1.08 1.10 1.12 1.14 1.15 1.16 1.20 1.18 1.19 1.29 1.30 1.30 1.30 1.28 1.26 1.24 1.25 1.24 Sec.-ft. 12.5 12.4 12.4 12.4 12.2 11.8 11.8 11.9 11.6 11.6 11.6 11.5 11.6 11.8 12.0 12.4 12.5 12.7 13.4 13.0 13.2 16.7 17.2 17.2 17.2 16.2 15.3 14.5 14.8 14.5 Feet. 1.26 1.26 1.25 1.26 1.28 1.30 1.28 1.26 1.26 1.26 1.26 1.24 1.22 1.24 1.25 1.24 1.24 1.24 1.26 1.25 1.25 1.24 1.25 1.24 1.25 1.24 1.26 1.30 1.36 1.75 1.50 Sec.-fl. 15.3 2 ::...... 1.47 1.45 1.45 1.48 1.46 1.50 1.54 1.52 1.47 1.44 1.44 1.47 1.45 1.45 1.44 1.38 1.18 1.35 1.34 30.0 28.0 28.0 31.0 29.0 32.0 36.0 34.0 30.0 27.0 27.0 30.0 28.0 28.0 27.0 23.0 13.0 20.0 19.7 15.3 3 14.8 4 15,3 16.2 6 17.2 7 16.2 8 15.3 9 15.3 10 15.3 11 15.3 12 14.5 13 14.0 14 14.5 15 16 17 14.8 14.5 14.5 18 14.5 19 15.3 20 14.8 21 1.32 18.4 14.8 22 1.33 1.32 1.30 19.0 18.4 17.2 14.5 23 14.8 14.5 1.31 17.8 14.8 26 1.27 1.26 1.25 1.25 1.25 1.23 15.8 15.3 14.8 14.8 14.8 14.2 14.5 15.3 17.2 29 21.0 30 58.0 32.0 MoxTHLY Dlscharge of Frenchman River at Phillips' Ranche, for 1913. (Drainage area, 598 square miles.) Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per Square Mile. Depth in inches on Drainage. .Area. Total in Acre-feet. April (6th-30th) 1265.0 77.0 123.0 36.0 16.2 17.2 58.0 58.0 28.0 19.7 13.0 12.4 11.5 14.0 443.0 55.0 36.0 24.0 13.7 13.3 17.2 0.741 0.092 0.060 0.039 0.023 0.022 0.029 0.689 0.106 0.067 0.045 0.026 0.024 0.033 21.965 3.388 2.130 July 1,451 842 791 October 1,058 0.990 31,625 VST END. ST RONG AND day's DIT( ;u near e This station was established July 31, 1908, by F. T. Fletcher. On April 17, 1911 it was moved upstream by G. II. Whyte. It is located on the N.E. ^4- Sec. 25, Tp. 6, Rge. 22, \V. 3rd Mer., and is three quarters of a mile above the old station and about half a mile below the headgate of the ditch. The gauge, which is a plain staff graduated to feet and hundredths, is fixed to a post at the right bank of the ditch. It is referred to bench marks as follows: — (1) A spike on the initial post, which is about si.x inches above ground, on the left bank of the ditch; elevation 5.49 t'cfi 306 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 above the datum of the gauge. (2) The top of a plug, about foui- inches above ground, on the top of the right bank and about 50 feet downstream from the gauge; elevation 7.52 feet above the datum of the gauge. The ditch is straight for about 250 feet above and 100 feet below the station. The current is rather sluggish and, during a greater part of the season, vegetation in the ditch causes considerable trouble in making discharge measurements. Discharge measurements are made at the rod by wading, or from the old bridge station; (for description see 1910 report). The initial point for soundings at the station is a plug on the left bank, 23 feet from the rod. During 1913, the gauge was read by Miss M. E. H. Robertson. Discharge Measurements of Strong and Day's Ditch near East End, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. June 9 E. W. W. Hughes Feet. 16.9 Sq.-ft. 14.7 Ft. per sec. 1.06 Feet. 1.36 Sec.-fl. 15.62 Daily Gauge-height and Discharge of Strong and Day's Ditch, near East End, for 1913. May. June. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feet. 1.05 1.05 1.05 1.05 1.06 1.13o 1.21a 1.29a 1.36a Sec.-fl. 8.90 2 8.9a 3 8.90 4 8.90 5 9.10 6 10 50 7 12 24 8 14.24 9 16 06 10 11 12 , 13 ! :::;;:::::::..: 14 15 16 17 18 19 ; 20 0.07 0.10 1.00 1.02 1.02 1.02 1.02 1.02 1.03 1.05 1.05 1.05 0.00 0.00 8.00 8.36 8.36 8.36 8.36 8.36 8.54 8.90 8.90 8.90 21 22 23 24 25 26 27 ... .. . . . 28 29 30 . 31 . a Gauge height interpolated. b No gauge heights observed after June 9th. FRENCHMAN RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c Monthly Discharge of Strong and Day's Ditch near East End, for 1913. 307 Discharge in Second-Feet. Run- -Off. Month. Maximum. Minimum. Mean. 1 Per square mile. Depth in inches on drainage. Area. Total in Acre-feet. 8.90 8.00 16.06 8.90 7.09 10.86 169 Tiinp CI-QI 194 363 FRENCHMAN RIVER AT STRONG AND DAY S RANCHE. This Station was established July 31, 1908, by F. T. Fletcher. It is located at Strong and Day's highway bridge on the N.E. '4 Sec. 31, Tp. 6, Rge. 21 W. 3rd Mer., and is about eight miles south of East End post ofBce and a mile above the East End police detachnient. The gauge, which is of the standard chain type, is fixed to the floor of the east end ot the upstream side of the bridge. The length of chain from the marker to the bottom ot the weight is 16.80 feet. The zero of the gauge (elev. 8.5.54) is referred to a permanent iron bench mark (assumed elev. 100.00), situated 240 feet N. 11° E. from the gauge. This gauge reads one foot higher than the staff gauge used during previous years. t. , i, i The channel is straight for 300 feet above and 600 feet below the station. Both banks are high and not liable to overflow. The bed of the stream is composed of sand and gravel. The current is sluggish. Discharge measurements are made from the lower side of the bridge diu-mg high water stages, and at a wading section a short distance upstream during low water stages. The initial point for soundings is the inner face of the left abutment. The bridge is not quite at right angles to the direction of the current. During 1913 the gauge was read by Miss Robertson until August 22nd, after which no observer could be obtained. , Three miles above the station are the dam and headgates of Messrs. Strong and Day s ditch and hence the discharge of the stream at the station does not mclude that of the ditch and the latter must be added in order to obtain the total flow of the Frenchman River. Discharge Measurements of Frenchman River at Strong and Day's Ranche, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 24 May 12 J. S. Wright & E. W. W. Hughes . E. W. W. Hughes Feet. 33.8 30.0 25.5 26.0 23.5 24.5 29.0 Sq.-ft. 55.2 38.0 12.8 26.3 14.4 15.9 27.8 21.2 Ft. per sec. 1.92 1.86 1.12 0.94 0.99 0.82 0.52 0.86 Feet. 3.05 2.69 1.66 2.19 1.93 2.03 3.69 3.69 Sec.-ft. 106.0 71.0 June 9 do 14.4 July 14 .... do 25.0 July 30 do 14.3 Aug 24 do 13.1 Oct. 16 . do 14.4 Nov. 7 do 32.5 18.2 308 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge-height and Discharge of Frenchman River, at Strong and Day's Ranehe for 1913. April. May. June July. August. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feel. Sec.-ft. Feel. 2.74 2.66 2.61 C2.57 c2.57 c2.57 c2.58 c2.58 c2.58 c2.58 c2.58 2.59 2.60 2.57 2.62 2.65 2.67 2.69 2.75 2.74 2.72 2.70 2.71 2.74 2.79 2.73 2.70 2.67 2.65 2.56 2.51 Sec.-fl. 72 64 59 55 56 56 57 58 58 58 59 60 63 62 69 75 80 V 84 94 94 94 93 95 98 110 104 101 99 98 87 81 Feel. 2.40 1.39 2.30 2.23 2.13 1.80 1.76 1.70 dl.66 1.61 1.53 1.46 1.56 1.49 1.55 1.55 1.57 1.87 2.17 2.78 2.73 2.78 2.82 2.73 2.69 2.60 2.55 2.49 2.44 2.39 .Sec.-fl. 68.0 67.0 57.0 48.0 39.0 21.0 19.0 16.0 14.0 14.1 13.6 13.3 13.7 13.5 13.7 13.7 13.8 16.4 24.0 71.0 65.0 71.0 76.0 65.0 61.0 52.0 48.0 42.0 38.0 35.0 Feel. 2.30 2.26 2.25 2.25 2.26 2.28 2.28 2.27 2.21 2.11 c2.12 2.12 02.15 2.18 2.15 2.12 2.11 c2.10 2.10 2.08 2.05 2.02 2.00 1.98 1.96 1.95 1.94 1.92 1.90 1.93 1.92 Sec.-fl. 30.0 28.0 28.0 28.0 28.0 29.0 29.0 28.0 26.0 22.0 22.0 22.0 23.0 24.0 23.0 22.0 22.0 22.0 22.0 21.0 20.0 19.4 19.0 18.6 18.2 18.0 17.8 17.4 17.0 17.6 17.4 Feel. 1.92 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.90 1.92 1.95 1.98 1.98 2.00 2.04 2.05 2.05 2.05 2.03 e Sec.-ft. 17.4 2 :::::::: :::::::: 17.0 3 . a .1 17.0 4 6.05 6.76 8.60 10.90 11.25 8.65 8.06 7.41 7.44 7.54 7.14 6.11 5.31 4.80 4.18 3.58 b2.60 3.10 3.00 3.15 d3.05 2.70 2.40 2.60 2.65 2.68 2.70 498 590 830 1135 1174 836 759 675 679 693 640 506 402 336 255 177 52 114 100 120 107 62 36 52 57 60 62 17.0 17.0 6 7 8 17.0 17.0 17.0 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 17.0 17.0 17.0 17.0 17.0 17.4 18.0 18.6 18.6 19.0 19.8 20.0 20.0 20.0 19.6 26 . 27 .. . 29 31 a Ice in river. b Putting flash boards in Strong and Day's dam. c Gauge height interpolated. J Shifting conditions April 24th to June 9th. e No observer after Aug. 23. Monthly Discharge of Frenchman River at Strong and Day's Ranehe, for 1913. (Drainage area, 683 square miles.) Discharge in Second-Feet. Run-Off. Month. Maximum. 1 Minimum. 1 Mean. Per square. Mile. Depth in inches on Drainage. Area. Total in Acre-feet. .\pril (4-30) 1,174 118 77 30 20 36.0 55.0 13.3 17.0 17.0 408.0 79.9 40.7 23.0 17.9 0.597 0.117 0.060 0.033 0.026 0..599 21,832 May June 0.135 4.913 0.067 1 2.422 July .August (1-23) 0.038 1.390 0.022 1 818 0.8G1 31,375 Note. — This table shows the total discharge of the river and Strong and Day's ditch at this point. FRENCHMAN RIVER DRAINAGE BASIN SESSIONAL PAPER No. 25c 809 MORRISOX BROTHERS DITCH NEAR EAST END. This station was established August 22, 1911, by G. R. Elliott. It is located on the S.W. 14 Sec. 26, Tp. 6, Rge. 21, W. 3rd jMer., one half mUe below the intake of the ditch at the Frenchman River. The gauge is a plain staff 3" X 1", graduated to feet and inches, and is on the right side of the ditch. The zero of the gauge (elev. 97.36) is referred to the top of a rock (assumed elev. 100.00) 300 feet downstream on the right bank, marked "B.M." with red paint. The station is at a uniform cross-section of the ditch, which is seven feet wide at the bottom with side slopes of 4 to 1. During 1913 the gauge was read by A. A. Morrison. Discharge ^Measurements of Morrison Brothers' Ditch near East End, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. June 12 July 12 E. \V. \V. Hughes do Feet. 10.0 11.3 Sq.-ft. 5.91 12.0 Ft. per sec. 0.38 0.58 Feet. 0.50 1.33 Sec.-Jt. 2.3 7.0 Daily Gauge-height and Discharge of Morrison Brothers' Ditch. n(>ar East End. for 1913. June. July. August. Day. Gauge Height. Dis- charge. Gauge Dis- Height. charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feet. Sec.-ft. Feet. 1.00 1.00 0.96a 0.92 . 0.92 0.92 0.83 0.83 0.83 0.79a 0.75 0.75 0.67 0.67 0.67 0.75 0.75 0.75 0.64a 0.58 0.50 0.50 0.46a 0.42 0.42 0.33 0.33o 0.33c Sec.-ft. 5.10 2 " 5.1 3 4.9 4 4.7 5 4.7 6 4.7 7 4.1 8 4.1 9 4.1 10 , 3.9 11 • 1.336 1.33 1.50 1.50 1.50 1.50 1.50 1.42 1.33 1.33 1.25 1.25 1.25 1.25 1.25 1.17 1.08a 1.00 1.00 1.00 1.00 7.0 7.0 8.0 8.0 8.0 8.0 8.0 7.6 7.0 7.0 6.6 6.6 6.6 6.6 6.6 6.1 5.6 5.1 5.1 5.1 5.1 3.7 12 0.506 0.58 0.83 1.08 1.21 1.17 1.42a 1.67 1.58a 1.50 1.50a 1.50 1.50 1.50 1.50 2.2 2.7 4.1 5.6 6,4 6.1 7.6 9.0 8.5 8.0 8.0 8.0 8.0 8.0 8.0 3.7 13 3.2 14 - 3 2 15 3 2 16 3 7 17 3 7 18 3 7 19 3 0 20 •> 1 21 2.2 22 2 2 23 2.00 24 1.79 25 ^ 1.79 26 1 32 27 1.32 28 1 32 29 30 31 a Gauge heights interpolated 6 Head gate opened. c Head gate closed. 310 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Monthly Discharge of Morrison Brothers' Ditch near East End, for 1913. (Discharge area, square miles.) Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square. Mile. Depth in inches on Drainage. Area. Total in Acre-feet. June (12-26) 9.0 8.0 5.1 2.2 5.1 1.32 6.68 6.70 3.33 199 July (11-31) 279 August (1-28) . 185 663 1 Miscellaneous Discharge Measurements made in Frenchman River drainage basin in 1913. Date. Hydrographer. Stream. Location. Width. Area of of Section. Mean Velocity. Discharge. Feel. Sq. feet. Feet per Sec. Sec.-ft. April 18 J. S. Wright and E.W.W. Hughes. Blacktail Creek.... N.E 30-6-23-3... 7.0 6.26 0.21 1.31 April 25 E.VV. W.Hughes. Calf Creek 4-8-22-3 4.7 1.90 0.87 1.65 May 10 do do do 5.2 2.10 0.77 1.62 June 14 ... . do do do 3.7 1.47 1.10 1.52 July 15. . .. do do do 6.1 2.85 0.60 1.70 Oct. 11.... do do do 4.6 2.16 0.57 1,20 May 16 do Concrete Coulee. .. N.W. 2-7-23-3. . . 4.9 3.32 0.70 2.31 June 18 do do do 6.2 3.89 0.40 1.57 July 17.... do do do 5.3 0.15 0.86 0.99 Aug. 22 do do do 6.1 1.48 0.78 1.14 May 21. ... do Cypress Lake overflow S.E. 24-6-26-3... 17.9 9.16 0.24 2.21 June 23 do do do 9.0 2.15 0.57 1.22 July 26.... do do do 8.3 1.95 0.37 0.72 Sept. 2 . . . . do do do a 0.01 June 18 do Doyle Coulee S.E. 17-7-22-3... 4.1 2.00 . 0.18 0.36 Aug. 22 ... . Sept. 24 June 20 do do do 0.18 do do do 0.19 do Dry Coulee N.W. 16-6-24-3. . 15.7 9.49 0.68 6.46 June 11 ... . do Frenchman River. . Sec. 21-5-17-3. . . 35.6 20.95 0.75 15.70 June 11 ... . do Mule Creek S.E. 34-5-17-3... 6.0 1.70 0.38 0.64 June 18 do S. Pearse's Ditch . . N.W. 2-7-23-3. . . 3.7 1.75 0.43 0.75 May 16 ... . do Petrified Coulee. . . N.E. 7-20-22-3... a 0.62 June 18. . . . do do do a 0.95 Aug. 22 do do do a ; 0.21 Sept. 24 May 28.... Aug. 12.... do do do 0.62 H.R. Carscallen Rocky Creek. . . . S.E. 6-8-27-3 0.29 P.V. Binns Spring Creek N.E. 7-7-22-3. . . . a 0.17 1 a Weir measurement. SWIFTCURRENT CREEK DRAINAGE BASIN. General Description. Swifteurrent Creek rises in the eastern slope of the Cypress hills, follows a north-easterly coiu'se for 75 miles and then a northerly one for about 25 miles and finally empties into the South Saskatchewan River in Tp. 20, Rge. 13, W. 3rd Mer. The only important tributary is Bone Creek, which rises in the Cypress hiUs and joins the Swifteurrent in Tp. 10, Rge. 19, W. 3rd Mer. The main stream flows through a valley, two to three hundred feet deep and a mile wide, to within a few miles of its mouth, where it enters a sand-stone gorge, about five hundred feet deep. The bench land above the creek is of rolling prairie broken by innumerable coulees. The soil is a sandy loam. There is very little tree growth along the stream. The mean annual rainfall at the twon of Swift Current is about 15 inches. This increases slightly at the stream's headwaters. The greatest precipitation occurs during the months of May, June, and July. From November to April the stream is frozen over. There are a number of small irrigation ditches in this drainage basin, and the town of Swift Current and the Canadian Pacific Railway Company take water for domestic and industrial purposes from the creek. SWIFTCURRENT CREEK DRAINAGE BASIN SESSIONAL PAPER No. 25c 311 POLLOCK DITCH NEAR SOUTH FORK. This station was established August 10, 1911, by G. R. Elliott on the irrigation ditch of D. Pollock, which diverts water from Swiftcurrent creek. It is located on the N.W. % Sec. 22, Tp. 7, Rge. 21, W. 3rd :Sler. The gauge, which is a plain staff graduated to feet and inches, is situated at the left side of the ditch, 20 feet from the intake. The zero (elev. 91.96) is referred to a permanent iron bench mark (assumed elev. 100.00), located at the gauging station on Swdftcurrent Creek, which is three quarters of a mile below the intake of the ditch. The station is at a uniform section of the ditch, which is one and a half feet wide at the bottom and has side slopes of one to one and two to one. During 1913, the gauge was read by D. Pollock. Discharge Measurements of Pollock's Ditch near South Fork, in 1913. Date. Hydrographer. Width. Area of Mean Section. Velocity. Gauge Height. Discharge. June 7 E. W. W. Hughes Feet. Sq.-fl. Ft. per sec. Feet. .038 Sec.-ft. 0.65 1 1 o Weir measurement. Daily Gauge-height and Discharge^ of Pollock's Ditch, near South Fork, for 1913. a Discharges are estimates based on one measurement. b Head gate opened. c Head gate closed. May. June. July. Day. . Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Dis- Height. charge. 1 Feet. Sec.-ft. 1 Feet. 0.46 0.46 0.46 0.46 0.46 0.42 0.38 0.38 0.38 0.38 0.33 0.54 Sec.-ft. 0.85 0.85 0.85 0.85 0.85 0.75 0.66 0.66 0.66 0.66 0.56 1 04 Feet. Sec.-ft. 0.33 0 ."ifi 2 0.42 0.33 0 50 0.75 3 0 56 4 0 Qd 5 1 0 . 42 0 7.!^ 6 '. .. 1 0.38 0.33 0.33 c 0.66 7 1 . . . . 0 56 8 0 56 9 10 11 12 13 0 38 1 0 fifi 14 0.38 0.38 0.50 0.50 0.42 0.42 0.83 0.67 0.83 0.83 0.83 0.83 0.83 0.75 0.50 0.42 0.42 0.66 0.66 0.94 0.94 0.75 0.75 1.70 1.32 1.70 1.70 1.70 1.70 1.70 1.51 0.94 0.75 0.75 15 16 17 18 19 20 21 22 23 24 25 26 27 28 0.466 0.48 0.46 0.46 0.85 0.89 0.85 0.85 29 30 31 312 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Monthly Discharge of Pollock's Ditch near South Fork, for 1913. Discharge in Second-Feet Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. May (28-31) 0.89 1.70 0.94 0.85 0.56 0.56 0.860 1.020 0.668 ^ June 62 July (1-8) 11 The period 80 SWIFTCURRENT CREEK AT POLLOCK S RANCHE. This station was established May 18, 1909, by H. R. Carseallen. It is located on the S.W. % Sec. 22, Tp. 7, Rge. 21, W. 3rd Mer., about 4 miles southwest of Southfork P.O. The gauge, which is a plain staff graduated to feet and hundredths, is attached vertically to a post sunk in the bed of the stream at the right bank and firmlj^ stayed. The zero of the gauge (elev. 88.76) is referred to a permanent iron bench mark (assumed elev. 100.00), situated 138 feet N. 30° E. of the gauge. The channel is straight for 50 feet above and 15 feet below the station. Both banks are high and not liable to overflow. The bed of the stream is composed of sand and gravel. The current is moderate at ordinary stages, but sluggish at very low stages of the stream. Discharge measurements are made at or near the gauge by wading at ordinary' stages, and at very low stages a weir is used. During 1913, the gauge was read by D. Pollock. Mr. D. Pollock diverts water from the creek into an irrigation ditch about one half mile above the gauge; therefore when he is using water in his ditch the gauge does not record the total flow of the creek. Discharge Measurements of Swifteurrent Creek at Pollock's Ranche, in 1913. Date. Hydrographer. | Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 21 May 15 Feet. E. W. W. Hughes 4.5 do 4 4 Sq.-fl. 2.75 2 60 Ft. per sec. 0.890 0.773 Feet. 1.73 1.50 1.15 Sec.-ft. 2.45 2 01 June 7 do flO.74 July 10 od 1.39 fll.Ol .^ug. 4 do 4.5 1.35 0.888 .707 0.706 1.030 0.701 1.19 1.20 .■\ug. 28 do 4.5 1.40 1.33 1.38 1.91 1.14 0.99 Sept. 15 do 3.0 1.20 1.24 1.39 0.94 Oct. 14 do 4.2 1.41 Nov. 3 do 4.0 1.34 a Weir measurement. SWIFTCURRE.WT CREEK DRAINAGE BASIN SESSIONAL PAPER No. 25c 313 Daily Gauge-height axd Discharge of Swiftcurrent Creek, at Pollock's Ranche, for 1913. April. May. June. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-fl. Feet. 1.44 1.43 Sec.-ft. 1.82 1.82 Feel. 1.28 1.28 1.21 1.18 1.17 1.16 1.17 1.17 1.17 1.15 1.14 1.18 1.15 1.15 Sec.-ft. 1.17 <> 1.18 3 1 . 58 t 2 . 20 0.96 4 1.59 1.54 1.53 1.54 1.59 1.53 1.59 1.56 1.52 1.52 1.62 1.61 1.63 1.61 1.57 1.52 1.48 1.40 1.36 1.35 1.35 1.33 1.33 1.32 1.30 1.30 1.16c 1.18 2.20 2.10 2.00 2.10 2.20 2.10 2.20 2.10 2.00 2.00 2.30 2.30 2.30 2.20 2.10 1.98 1.86 1.66 1.55 1.50 1.50 1.42 1.40 1.36 1.29 1.27 0.93 0.95 0.88 0.83 6 0.79 7 iiioo" 10.90 8.60 4.00 6.10 5.80 5.40 4.20 3.80 3.70 3.70 3.70 2.50 2.40 2.40 2.30 2.10 1.98 1.99 2.00 2.10 2.20 2.20 0.78 8 , 5.43 5.38 4.38 2.38 3.28 3.18 2.98 2.48 2.28 2.27 2.26 2.26 1.73 1.73& 1.71 1.66 1.56 1.52 1.52 1.52 1.56 1.60 1.61 0.77 9 0 77 10 0.72 11 0.68 12 0 77 13 14 0.69 0 68 15... 16 1.15 0.67 1.18 0.73 17 18 19 20 21 22 23 24 25 26 27 28 29 1.36 1.16 1.16 0 . 67 1.16 0 . 66 1.84 2.40 1.84 2.40 1.84 2.40 1.74 2.10 1.84 2.40 1.89 2.50 1.89 2.50 1.74 2 . 00 1.64 1.78 1.29 0.86 1 27 0 81 31 1 a Ice in creek, no observations obtained. b Shifting conditions to end of year. c D. H. Pollock turned water into ditch. 314 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge-height and Disch.a.rge of Swiftcurrent Creek, at Pollock's Ranche, for 1913. — Concluded. July. August. September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- chaarge. Gauge Height. Dis- charge 1 Feet. 1.22 1.27 1.22 1.62 1.52 1.32 1.27 1.22 1.30a 1.39 1.42 1.30 1.70 1.40 1.30 1.28 1.28 1.28 1.28 1.26 1.26 1.25 1.24 1.24 1.23 1.22 1.20 1.18 1.18 1.15 1.15 Sec.-ft. 0.69 0.80 0.67 1.66 1.40 0.88 0.75 0.62 0.80 1.01 1.12 0.85 1.91 1.15 0.94 0.90 0.93 0.96 0.99 0.97 0.99 1.00 1.00 1.02 1.02 1.03 1.00 0.99 1.01 0.97 0.99 Feel. 1.14 Sec.-ft. 0.98 Feel. 1.30 1.28 1.20 1.20 1.20 1.28 1.27 1.27 1.38 1.28 1.23 1.18 1.18 1.20 1.22 1.22 1.23 1.26 1.24 1.24 1.24 1.36 1.22 1.22 1.22 1.22 1.23 1.24 1.24 1.24 Sec.-ft. 1.32 1.26 1.07 1.06 1.05 1.22 1.18 1.17 1.41 1.17 1.05 0.93 0.92 0.95 0.99 1.00 1.04 1.10 1.07 1.08 1.10 1.38 1.08 1.10 1.11 1.13 1.17 1.20 1.22 1.23 Feet. 1.24 1.24 1.24 1.24 1.25 1.29 1.54 1.4i 1.39 1.35 1.31 1.30 1.23 1.35 1.35 1.36 1.36 1.36 1.36 1.36 1.37 1.04 1.04 1.38 1.39 1.42 1.43 1.43 1.44 1.46 Sec.-ft. 1.24 2 1.14 i 1.02 1 . 14 1 . 05 1.25 3 1.27 4 1.14 1.21 1.24 1.07 1.29 1.30 1.28 5 1.32 6 1.44 7 1.24 1.30 1.24 1.30 2.00 8 2.00 9 1.23 1.24 1.24 1.24 1.28 1.32 1.32 1.32 1.74 1.64 1.42 1.31 1.30 1.20 1.20 1.19 1.17 1.12 1.14 1.14 1.12 1.27 1.29 1.28 1.28 1.39 1.46 1.46 1.45 2.40 2.20 1.66 1.41 1.38 1.15 . 1.15 1.12 1.07 0.95 1.00 0.99 0.93 1.73 10 1.70 11 1.62 12 1.54 13 1.53 14 1.38 15 1.64 IG 1.62 17 1.61 18 1.59 19 1.57 20 1.54 21 1.52 22 1.51 23 0.73 24 0.70 1.46 1.45 27 1.51 1.50 29 1.48 1.16 1.02 1.40 1 ."^5 1.48 31 ; 1.50 a D. H. Pollock turned water out of ditch. Monthly Discharge of Swiftcurrent Creek at Pollock's Ranche, for 1913. (Drainage area, 16 square miles.) Month. Discharge in Second-Feet. Run-Off. Maximum. t Minimum. [ Mean. Per square MUe. Depth in inches on Drainage. Acre. Total in Acre-feet. 11.00 2.30 2.50 1.91 2.40 1.41 2.00 1.98 4.13 0.93 1.83 0.66 1.26 0.62 1.00 0.93 1.30 0.92 1.12 0.70 1.47 0.258 0.114 0.079 0.062 0.081 0.070 0.092 0.221 0.131 0.088 188 112 June 75 July 0.072 61 0.093 0.078 0.106 80 67 October 90 The period 0.789 673 ! JONES CREEK AT READ S RANCHE. This station was established on September 23rd, 1909, by H. R. Carscallen. It is located on N.E. X See. .5, Tp. 8, Rgo. 20, W. 3rd Mer., about 300 yards from the surveyed trail from East End to Gull Lake and about 42 miles south of Gull Lake. This station was abandoned on May 19th, 1912, as no observer could be obtained; another station was established about 6 miles upstream on N.E. % Sec. 20, Tp. 8, Rge. 20, W. 3rd Mer. SWIFTCURRENT CREEK DRAINAGE BASIN SESSIONAL PAPER No. 25c 315 Discharge Measurements of Jones' Creek at Read's Ranche, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. AprU 21 May 15 June 7 J. S. Wright & E. W. W. Hughes. E. W W. Hughes Feet. 12.5 13.0 13.9 3.8 Sq.-ft. 18.82 19.97 11.60 1.52 Ft. per sec. 0.528 0.242 0.068 0.651 Feet. 2.86 2.79 2.25 2.04 Sec.-fl. 9.94 4.83 do 0.79 July 10 do aO.99 do ..Nil..b... a Measurement made half a mile upstream from gauge. & Water standing in pools. JOXES' CREEK .\T STEARn's RANCHE. This station was established on Mav 15, 1912, bv J. S. Wright. It is located on S. E. % See. 20, Tp. 8. Rge. 20, W. 3rd Mer. It is about 39 miles south of Gull Lake. The gauge, which is a plain staff graduated to feet and hundredths, is attached vertically to a post sunk in the bed of the stream and securely stayed to the left bank. The zero of the gauge (elev. 93.14) is referred to a permanent iron bench mark (assumed elev. 100.00), located on the right bank about 40 feet west of the gauge. The channel is straight for 50 feet above and 25 feet below the station. The right bank is high and not liable to overflow. The left bank is low and liable to overflow. The banks are free from brush e.xcept for a little undergrowth on the left bank. The bed of the stream is composed of soft clay Avith sand underneath. Discharge measurements are generally made by wading, a short distance downstream from the gauge, but at very low stages a weir is used. The initial point for soundings is a stake driven close to the ground on tlie right bank and marked "LP". During 1913 the gauge was read by Chas. E. Stearns. Discharge Measurements of Jones' Creek at Steam's Ranche, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 21 E. W. W. Hughes Feet. 4.6 3.9 4.0 4.1 3.4 3.0 4.0 3.6 Sq.-ft. 6.39 3.96 1.28 1.37 0.83 0.75 1.25 1.31 Ft. per sec. 1.100 1.160 0.527 0.751 0.265 0.747 0.552 0.838 Feet. 1.84 1.41 0.62 0.62 0,48 0.53 0.59 0,60 Sec.-ft. 7.00 do 4.60 June 7 do 0.68 July 10 do 1.03 Aug. 4 do 0,22 Aug. 26 do 0,56 Oct. 14 do 0.69 do 1.10 No. 25c.— 21 316 STREAM MEASUREMENTS, 1913 4 GEORGE v.. A- 1914 Daily Gauge-height and Discharge of Jones' Creek, at Steam's Ranehe, for 1913. May. June. July. August. September. October Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 1.55 ol.41 01.27 1.13 al.l2 ol.ll ol.lO al.09 al.08 1.07 al.05 ol.03 1.02 1.46 1.41 al.24 1.07 1.06 1.05 1.03 1.00 0.97 0.96 0.92 0.90 0.87 0.82 0.81 0.80 0.77 0.73 Sec.-ft. 5.40 4.60 3.80 3.10 3.00 3.00 2.90 2.90 2.80 2.80 2.70 2.60 2.50 4.90 4.60 3.60 2.80 2.70 2.70 2.60 2.40 2.30 2.20 2.00 1.92 1.79 1.56 1.52 1.48 1.34 1.18 Feel. 0.73 0.72 0.72 0.71 0.71 aO.68 0.66 0.65 0.63 0.61 0.61 0.69 0.63 0.64 0.60 0.58 0.56 0.67 0.62 2.23 0.82 0.87 0.87 0.81 0.81 0.80 aO.75 0.70 0.68 0.68 Sec.-ft. 1.16 1.10 1.08 1.01 0.98 0.85 0.68 0.70 0.64 0.60 0.63 0.87 0.69 0.76 0.64 0.59 0.57 0.89 0.74 9.30 1.51 1.72 1.79 1.52 1.52 1.54 1.32 1.13 1.12 1.12 Feet. 0.67 0.69 0.67 1.16 aO.93 0.71 0.72 0.67 0.65 0.62 0.62 0.62 0.99 0.76 aO.69 0.63 0.63 0.62 0.61 0.58 0.57 0.56 0.56 0.53 0.63 0.54 0.53 0.50 0.50 0.50 aO.49 Sec.-ft. 1.06 1.20 1.12 3.40 2.30 1.32 1.36 1.22 1.14 1.03 1.02 1.00 2.60 1.52 1.20 0.98 0.96 0.92 0.86 0.75 0.70 0.66 0.63 0.54 0.80 0.52 0.48 0.38 0.36 0.34 0.30 Feet. 0.48 0.48 0.44 0.48 0.58 0.54 0.54 0.53 0.53 0.52 0.52 0.51 0.53 0.62 0.62 o0.58 0.54 0.89 aO.74 0.59 0.53 aO.52 0.51 0.51 0.50 0.49 aO.51 0.53 0.53 0.63 0.59 Sec.-ft. 0.26 0.24 0.16 0.22 0.46 0.36 0.39 0.36 0.40 0.37 0.38 0.36 0.44 0.66 0.69 0.58 0.50 1.74 1.14 0.66 0.52 0.50 0.50 0.50 0.48 0.46 0.49 0.54 0.54 0.83 0.72 Feet. 0.54 0.54 aO.54 0.53 0.50 0.49 0.49 0.49 0.49 0.54 0.52 0.53 0.53 0.52 0.52 0.52 0.52 0.52 0.58 0.55 aO.58 0.60 0.67 0.59 0.58 0.57 0.57 0.56 0.55 0.55 Sec.-ft. . 0.57 0.57 0.57 0.54 0.46 0.44 0.44 0.44 0.44 0.57 0.52 0.54 0.54 0.52 0.52 0.52 0.52 0.52 0.68 0.60 0.68 0.74 0.97 0.72 0.68 0.65 0.65 0.62 0.60 0.60 Feet. 0.55 0.54 0.54 0.54 0.55 0.60 0.62 0.61 O0.60 0.60 0.59 0.59 0.58 0.58 fflO.58 aO.58 0.58 0.58 O0.58 O0.58 0.58 0.58 0.58 0.58 0.58 aO.59 a0.60 a0.61 aO.62 0.64 aO.64 Sec.-ft. 0.60 2 0.57 3 0..57 4 0.57 5 0.60 6 0.74 7 0.80 8 0.77 9 0.74 10 0.74 11 0.72 12. .. 0.72 13 0.68 U 0.68 15 0.67 16 0.68 17 0.70 18 0.72 19 0.74 20 0.76 21 0.78 22 0.80 23 0.81 24 0.83 25 0.84 26 0.90 27 0.95 0.99 29 1.03 1.12 31 1.14 a Gauge heights interpolated. Monthly Discharge of Jones' Creek at Steam's Ranche, for 1913. (Drainage area, 23 square miles.) Month. Discharge in Second-Feet. Run-Off. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage. Area. Total in Acre-feet. 5.40 9.30 3.40 1.74 0.97 1.14 1.18 1 2.760 0.57 1.290 0.30 1.050 0.16 0.531 0.44 0.581 0.57 0.773 0.120 0.056 0.046 0.023 0.025 0.034 0.14 0.06 170 77 July 0.05 65 August 0.03 33 0.03 ; 35 October 0.04 48 The period 0.35 428 ■ 1 SWIFTCURKENT CREEK AT SINCLAIR'S RANCHE. (uPPER STATION.) This station was established June 15, 1910, by R. G. Swan. It is located on the S.E. ^i Sec. 18, Tp. 10, Rge. 19, W. 3rd Mer., about 150 feet upstream from the mouth of Bone Creek, and about 1200 feet above the lower station. The gauge, which is a plain staff graduated to feet and hundredths, is fi.xed to a post at the right bank. The zero (elev. 87.86) is referred to a permanent iron bench mark (assumed elev. 100.00), located 300 feet S. 64.5o W. of the gauge. SWIFTCURRENT CREEK DRAINAGE BASIN SESSIONAL PAPER No. 25c 317 The channel is straight for about 250 feet above and 150 feet below the station. Both banks are fairly high and covered with a growth of brush. Neither bank will overflow. The bed of the stream is composed of sand which will shift. Discharge measurements are made at the station by wading. The initial point for soundings is a plug on the left bank, about four inches above ground and 45 feet from the gauge. During high stages the gauge heights at this station are aii'ected by backwater from Bone Creek. Dm-ing 1913 the gauge was read bj' Mrs. K. Sinclair. Discharge Me.\surements of Swiftcurrent Creek at Sinclair's Ranche, (Upper Station), in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. .\pril 22 May 14 June 6 J. S. Wright & E. \V. W. Hughes. E. W. W. Hughes do Feet. 13.3 12.3 10.5 10.5 Sq.-ft 16.1 7.0 2.8 3.6 Ft. per sec. 1.09 1.63 1.13 0.86 Feel. 1.74 0.86 .54 .57 .27 .60 0.57 Sec.-ft. 17.60 11.40 3.20 July 11 do 3.10 do a0.19 Oct. 15 do 10.5 3.1 0.84 2.60 Nov. 5 do b... ... . a Weir measurement. b Too much ice to make measurement. Daily Gauge-height and Discharge of Swiftcurrent Creek, at Sinclair's Ranche (Upper station, for 1913. April. May. June. D.\Y. Gauge Dis- Height. charge. Gauge Height. Dis- cliarge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feet. 1.14 1.14 1.16 1.16 1.18 1.16 1.11 1.05 1.01 0.97 0.95 0.95 0.86 0.96 0.98 0.94 0.93 0.92 0.88 0.88 0.86 0.84 0.79 0.76 0.73 0.73 0.71 0.69 0.67 0.65 0.64 Sec.-ft. 15.0 15.0 16.0 16.0 17.0 16.0 12.0 11.0 10.0 10.0 11.0 12.0 13.0 15.0 15.6 14.90 14.40 14.00 12.3 12.3 11.5 10.6 8.6 7.5 6.4 6.4 5.8 5.2 4.6 4.1 3.9 Feet. 0.62 0.59 0.57 0.56 0.59 0.56 0.53 0.51 0.49 0.46 0.48 0.47 0.48 0.49 0.51 0.54 0.53 0.54 0.56 1.09 1.10 1.24 1.25 1.23 1.06 1.01 0.89 0.81 0.76 0.73 Sec.-ft. 3 40 2 5.74 i a 3 80 3 5.99 6.04 6.34 6.54 6.74 6.94 6.24 5.99 5.24 5.69 5.24 5.04 4.74 4.24 3.89 3.89 3.79 2.34 2.14 1.74 1.49 1.24 1.15 1.11 1.06 1.02 1.01 1.20 a 252.0 221.0 208.0 175.0 195.0 175.0 166.0 152.0 130.0 114.0 114.0 109.0 48.0 35.0 17.1 16.5 16.0 15.0 14.0 13.0 12.0 11.0 16.0 2 50 4 2 40 5 3 80 6 2 40 7 1 94 8 1 68 9 1 46 10 1 19 11 1 3V 12 1 28 13 1 37 14 1 46 15 1 68 16 2 10 17 1 94 18 2 10 19 2 40 20 22 00 21 22 00 22 28 00 23 29 00 24 28 00 25 20 30 26 18 00 27 12 70 28 9 40 29 7 50 30 6 40 31 a Ice conditions to April 7. No. 25e.— 2H- 318 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge-height axd Discharge of Swifteurrent Creek, at Sinclair's Ranehe (Upper station), for 1913. July. August. September. October. Day. Gauge j Dis- Height. charge. ! Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. 0.70 5.40 0.69 5.10 0.69 5.10 0.70 5.40 0.74 : 6.80 0.71 5.80 0.71 5.80 0.67 4.60 0.65 4.10 0.61 3.20 0.57 2.50 0.59 1 3.80 0.58 2.70 0.69 5.10 0.64 3.90 0.61 3.20 0.56 2.40 0.53 1.94 0.51 1.68 0.46 1 2.40 0.43 0.96 0.42 0.89 0.40 0.75 0.40 0.75 0.39 0.70 0.37 0 60 Feel. 0.31 0.29 0.28 0.26 0.28 b Sec.-ft. 0.34 0.27 0.24 0.18 0.24 0.32 0.40 0.48 0.56 0.64 0.72 0.80 0.88 0 9fi Feet. 0.38 0.39 0.39 0.38 0.35 0.34 0.30 0.29 0.29 0.29 0.30 0.29 0.29 0.28 0.27 0.28 0.30 0.30 0.30 0.29 0.30 0.45 0.59 0.58 0.57 0.50 0.52 0.54 0.53 0.57 Sec.-ft. 0.65 0.70 0.70 0.65 0.50 0.46 0.30 0.27 0.27 0.27 0.30 0.27 0.27 0.24 0.21 0.24 0.30 0.30 0.30 0.27 0.30 1.10 3.80 2.70 2.50 1.55 1.81 2.10 1.94 2.50 Feet. 52 54 55 55 55 59 63 60 60 57 59 60 60 60 60 58 59 59 60 62 65 65 66 70 72 78 75 60 55 52 55 Sec.-ft. 1.81 2 2.10 3 2.20 4 , 2.20 5 2.20 6 3.80 7 3.70 8 3.00 9 3.00 10 2.50 11 3.80 12 3.00 13 3.00 14 3.00 15 1-04 3.00 16 ■ '6.'456' 0.48 1.12 1.20 1.28 1 37 2.70 17 2.80 18 2.80 19 3.00 20 0.52 1.81 3.40 21 0.53 0.57 0.55 0.53 0.48 0.43 0.40 0.44 0.41 0.39 0.39 1.94 2.50 2.20 1.94 1.37 0.96 0.75 1.03 0.83 0.70 0.70 4.10 22 4.10 23 4.40 24 5.40 25 6.10 26 8.20 27 0.36 0.35 0.35 0.33 0.33 0.55 0.50 0.50 0.42 0.42 7.10 28 3.00 29 2.20 30 1.81 31 2.20 b Observations useless, discharges are estimates only. Monthly Discharge of Swifteurrent Creek at Sinclair's Ranehe, (Upper Station), for 1913. (Drainage area, 149 square miles.) Month. Discharge in Second-Feet. Maximum. Minimum. Mean. Per square Mile. Run-Off. Depth in inches on Drainage Area. Total in Acre-feet. April (8-30). May June July August September. . October The period . 252 . 00 17.00 29.00 6.80 2.50 3.80 8.20 11.00 3.90 1.19 0.42 0.18 0.21 1.81 96.700 12.040 8.120 2.840 0.960 0.994 3.410 0.649 0.081 0.054 0.019 0.006 0.007 0.023 0.55 0.09 0.06 0.02 0.01 0.01 0.03 0.77 4.411 740 483 175 59 69 210 6.137 BONE CREEK AT LEWIS RANCHE. This station was established 3\x\y 2, 190S, by F. T. Fletcher. It is located at the highway bridge on the N.W. % Sec. 34, Tp. S, Rge. 22, W. 3rd Mer. It is on the surveyed trail from Sk-uU Creek P.O. to East End P.O., and is about fifteen miles south of Skull Creek P.O. by trail. The bridge is a small wooden structure, built in the form of a culvert with a rectangular cross-section. The gauge, which is a plain staff graduated to feet and hundredths, is attached vertically to the left abutment on the upstream side of the bridge. The zero of the gauge(elev. 95.02) is SWIFTCURRENT CREEK DRAINAGE BASIN SESSIONAL PAPER No. 25c 319 referred to a permanent iron bench mark (assumed elev. 100.00), sunk in the right bank, about 62 feet southwest of the gauge. The channel is straight for 50 feet above the station ; below the station it curves gradually to the left after emerging from the downstream side of the bridge. The right bank is high and will not overflow; the left bank is comparatively low, but no indication of the water overflow- ing the bank can be found. Both banks are free from brush at the station. The bed of the stream is sandy mth some large stones scattered along the cross-section. The current is moderate, becoming very swdft below the station. At high stages discharge measurements are made from the upstream side of the bridge. The initial point for soundings is the inner face of the left abutment. Low-water measure- ments are made near the station by wading. Diu-ing 1913 the gauge was read by C. L. Lewis. Discharge Measurements of Bone Creek at Lewis' Ranche, in 1913. Date Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. AprQ 26 May 8 June 17 July, 16, Aug. 20 Sept. 12 Oct. 11 Nov. 1 J. S. Wright & E. W. W. Hughes E. W.W.Hughes do do do do do do Feet. 4.5 9.1 9.2 9.4 5.0 4.8 5.9 5.5 Sq.-ft. 2.09 3.49 2.48 2.96 1.79 1.41 1.55 2.03 Ft. per sec. 0.852 .834 .552 .260 .759 .745 .813 0.871 Feet. 0.24 .23 .13 .13 .13 .10 .17 .19 Sec.-ft. 1.78 2.90 1.37 0.77 1.36 1.05 1.26 1.77 Daily Gauge-height and Discharge of Bone Creek, at Lewis' Ranche, for 1913. March. April. May. June. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feel. 0.30 0.35 0.36a 1.50 2.25 2.12 2.09 1.65 1.32 1.48 1.73 1.77 1.51 0.95 0.94 0.60 0.50 0.256 0.24 0.23 0.23 0.21 0.21 0.21 0.22 0.24 0.25 0.25 0.25 0.25 Sec.-ft. '36:66" 46.00 43.00 43.00 33.00 26.00 29.00 35.00 36.00 30.00 17.60 17.40 9.90 7.70 1.92 1.78 1.66 1.66 1.42 1.42 1.42 1.54 1.78 2.00 2.10 2.20 2.40 Feet. 0.25 0.28 0.25 0.26 0.25 0.25 0.26 0.23 0.23 0.23 0.22 0.22 0.22 0.23 0.23 0.23 Sec.-ft. 2.5 3.1 2.7 3 0 Feet. 0.21 0.21 0.20 n 90 Sec.-ft. 2 60 2 2 60 3 1 2 40 4 2 40 5 2 9 n IP 2 30 6 3.0 3.3 2.9 2.9 2.9 2.8 2.8 2.8 2.9 2.9 9. 9 0.19 0.19 0.19 0.18 0.18 0.16 0.17 0.17 0.15 0.15 0.15 0.22 0.21 0.22 0.21 0.20 0.20 0.20 0.21 0.21 0.21 0.22 0.24 0.21 0.20 2 20 7 .1 . . . 2 20 8 2 20 9 2 10 10 2 10 11 1 78 12 1 90 13 1 88 14 1 64 15 1 63 16 1 62 17 1 0.23 2.9 0.23 2.9 0.23 2.9 0.23 2.9 0.22 2.8 0.22 2.8 0.22 2.8 0.22 2.8 0.22 2.8 0.22 2.8 0.21 1 2.6 0.21 1 2.6 0.21 2.6 0.21 ' 2.6 0.21 2 fi 2 60 is::....:. :....:..;:::::::: 2 40 19 1 2 50 20 : 2 30 21 22 0.17O 0.17 2.20 2 10 23 0.17 0.17 0.15 0.11 2 10 24 2 20 25 2 20 26 2 20 27 28 29 30 31 0.12 0.13 0.14 0.14 0.16 2.30 2.60 2.10 1.98 a Ice conditions, not sufficient data to compute discharge. b Shifting conditions to end of year. 320 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge-height and Discharge of Bone Creek, at Lewis' Ranclie, for 1913. — Concluded. July. August. September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 2 Feet. 0.22 0.22 0.23 0.23 0.23 0.22 a.2i 0.21 0.21 0.21 0.22 0.22 0.25 0.19 0.15 0.13 0.13 0.13 0.13 0.13 0.12 0.12 2.12 0.12 0.13 0.13 0.13 0.12 0.12 0.12 0.12 Sec.-fl. 2.20 2.20 2.30 2.20 2.20 2.00 1.86 1.84 1.82 1.80 1.92 1.86 2.30 1.45 1.00 0.77 0.78 0.79 0.80 0.82 0.75 0.76 0.78 0.80 0.90 0.92 0.94 0.86 0.88 0.89 0.90 Feet. 0.12 0.12 0.13 0.12 0.12 0.13 0.13 0.13 0.13 0.13 0.12 0.11 0.11 0.12 0.12 0.12 0.12 0.12 0.12 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.10 0.10 0.10 0.10 0.10 Sec.-ft. 0.92 0.94 1.06 0.99 1.01 1.14 1.17 1.19 1.20 1.21 1.10 1.02 1.04 1.16 1.18 1.20 1.21 1.23 1.24 1.16 1.17 1.17 1.17 1.17 1.17 1.17 1.05 1.05 1.05 1.05 1.05 Feet. 1.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.11 0.12 0.16 0.22 0.29 0.16 0.16 0.16 0.16 0.16 Sec.-ft. 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.03 1.12 1.10 1.09 1.07 1.05 1.03 1.01 0.99 1.08 1.50 2.30 3.40 1.44 1.42 1.40 1.38 1.36 Feet. 0.16 0.16 0.16 0.16 0.16 0.16 0.18 0.18 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.17 0.18 0.18 0.18 0.18 0.18 0.18 0.19 0.19 0.19 0.19 0.19 0.11 Sec.-fl. 1.34 1.32 3 1.30 4 1.28 5 6 7 8 1.26 1.24 1.45 1.44 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 1.30 1.28 1.26 1.2S 1.30 1.32 1.33 1.34 1.35 1.36 1.37 1.48 1.51 1.53 1.55 1.56 1.57 1.72 1.73 28 1.74 29 1.75 30 1.76 31 1.77 Monthly Discharge of Bone Creek at Lewis' Ranehe, for 1913. (Drainage area, 17 square miles.) Month. DiscH.\RGE IN Second-Feet. Maximum. Minimum. Mean. Per square MUe. Run-Off. Depth in inches on Drainage Area. Total in Acre-feet. April May June July August. . . . September. October The period . 46.00 3.30 2.60 2.30 1.24 3.40 1.77 1.42 2.50 1.62 0.75 0.92 0.99 1.24 15.80 2.83 2.18 1.36 1.12 1.24 1.44 0.929 0.166 0.128 0.080 0.066 0.073 0.085 0.933 0.191 0.143 0.092 0.076 0.081 0.098 1.614 847 174 130 84 69 74 88 1.466 SWIFTCURRENT CREEK AT SINCLAIR'S R.\NCHE. (LOWER STATION.) This station was established on May 27, 1910, by H. R. Carseallen. It is located on the S.W. % See. 17, Tp. 10, Rge. 19, W. 3rd Mer., at the highway bridge on the surveyed trail from East End to Gull Lake, and just below the mouth of Bone Creek. The gauge is of the standard chain type. The bo.x is nailed securely to the downstream side of the floor of the bridge. The length of chain from bottom of weight to marker is 20.65 feet. The zero (elev. 85.73) is referred to a permanent iron bench mark (assumed elev. 100.00), located on the right bank 600 feet upstream from the bridge. SWIFTCURRENT CREEK DRAINAGE BASIN SESSIONAL PAPER No. 25c 321 The channel is straight for 75 feet above and 20 feet below the station. The left bank has a gradual slope, is high and well wooded. The right bank rises abruptly; it is also high and well wooded. The stream bed is sandy in character, free from vegetation and liable to shift at high water. The current at this point is sluggish. Discharge measurements are made from the do-mistream side of the bridge. The initial point for soundings is the inner face of the left abutment. Low water measurements are made by wading at a point about 100 feet upstream. During 1913, the gauge was read by Mrs. K. Sinclair. Discharge Measurements of Swiftcirrrent Creek at Sinclair's Ranche, (Lower Station), in 1913. Date. Hydrographer. Width. Area of Section. Mean. Velocity. Gauge Height. Discharge .\pril 22 Mav 14 J. S. Wright & E. W. W. Hughes. E. \V. W. Hughes Feet. 35.6 16.7 29.5 19.3 17.0 14.0 14.5 27.9 27.9 Sq.-ft. 51.8 32.7 17.1 13.3 5.7 7.3 5.6 13.8 14.0 Ft. per sec. 1.18 0.98 0.90 1.05 0.66 0.66 0.82 0.76 0.77 Feet. 3.50 2.49 2.00 1.88 1.38 1.29 1.37 1.84 1.79 Sec.-fl. 61.0 32.0 June 6 do 15.3 July 7 . . do 14.0 Aug. 5 do 3.8 Aug. 26 do 4.8 Sept. 16 do 4.6 Oct. 15 do 10.5 Nov. 5 do 10.7 Daily Gauge-height and Discharge of Swiftcurrent Creek, at Sinclair's Ranche (Lower station), for 1913. April. May. June. D.\Y. Gauge Height. Dis- charge. i Gauge ! Dis- Height. charge. Gauge Height. Dis- cheirge. 1 Feet. Sec.-fl. Feet. 2.87 2.78 2.75 2.82 2.85 2.84 2.75 2.67 2.65 2.62 2.60 2.60 2.49 2.60 2.62 2.63 2.65 2.63 2.61 2.59 2.55 2.47 2.39 2.33 2.20 2.21 2.19 2.25 2.24 2.22 2.25 Sec.-ft. 41 38 37 39 40 40 37 34 34 33 32 32 29 32 33 33 34 33 33 32 31 28 26 24 20 21 20 22 22 21 22 Feet. 2.15 2.12 2.10 2.10 2.09 2.00 2.04 2.01 1.97 1.97 1.87 1.82 1.79 1.75 1.77 1.80 1.87 1.95 1.95 2.75 2.79 2.95 2.97 3.00 2.89 2.67 2.51 2.42 2.29 2.15 Sec.-ft. 19.1 o 18.3 3 17.7 4 17.7 b 17.4 6 15.2 7 1 16.2 8 15.4 9 ' 14.5 10 11 8.90 h 2.34c 14.5 12.3 12 11.3 13 10.7 14 ' 10.0 15 ; 10.4 16 ! 10.9 17 1 12.3 18 1 14.0 19::::..;.::...::.: :...::::::::....:::.::::::::!::• 15.0 20 37.0 21 38.0 22 23 24 25 3.50 3.10 2,95 2.60 2.65 2.70 2.60 2.70 2.85 6i 48 4V 32 34 36 32 36 40 44.0 44.0 45.0 42.0 26 34.0 27 30.0 28 27.0 29 23.0 30 19.1 31 ;... a Ice went out of creek. b Chain gauge broken, no observations made. c Estimated highest discharge. 322 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge-height and Discharge of Swiftcurrent Creek, at Sinclair's Ranehe (Lower station), for 1913. — Concluded. July. August. September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 2.00 2.10 2.08 2.04 2.25 2.27 2.20 1.95 1.94 1.85 1.88 1.92 1.90 2.03 2.00 1.99 1.87 1.80 1.75 1.62 1.55 1.55 1.56 1.55 1.52 1.50 1.57 1.47 1.42 1.40 1.39 Sec.-ft. 15.2 17.7 17.2 16.2 22.0 22.0 20.0 14.0 13.8 11.9 12.5 13.3 12.9 15.9 15.2 15.0 12.3 10.9 10.0 7.8 6.8 6.8 6.9 6.8 6.4 6.1 7.1 5.7 5.1 4.9 4.8 Feet. 1.32 1.30 1.27 1.32 1.38 1.38 1.35 1.40 1.47 1.52 1.47 1.43 1.43 1.40 1.39 1.32 1.45 1.49 1.52 1.55 1.60 1.52 1.49 1.46 1.40 1.36 1.35 1.29 1.38 1.41 1.43 Sec.-ft. 4.1 3.9 3.6 4.1 4.7 4.7 4.4 4.9 5.7 6.4 5.7 5.3 5.3 4.9 4.8 4.1 5.5 6.0 6.4 6.8 7.5 6.4 6.0 5.6 4.9 4.5 4.4 3.8 4.7 5.0 5.3 Feet. 1.45 1.42 1.39 1.35 1.34 1.32 1.35 1.35 1.39 1.39 1.41 1.41 1.40 1.42 1.44 1.45 1.45 1.47 1.48 1.48 1.52 a2.00 2.15 2.13 2.08 2.03 1.94 1.80 1.80 1.78 Sec.-ft. 5.5 5.1 4.8 4.4 4.3 4.1 4.4 4.4 4.8 4.8 5.0 5.0 4.9 5.1 5.4 5.5 5.5 5.7 5.9 5.9 6.4 15.2 19.1 18.5 17.2 15.9 13.8 10.9 10.9 10.5 Feet. 1.67 1.77 1.80 1.83 1.85 1.88 2.05 2.11 2.25 2.00 1.96 1.80 1.86 1.84 1.89 1.92 1.90 1.87 1.86 1.85 1.87 1.90 1.92 1.95 1.95 2.00 1.97 1.85 1.85 1.80 1.89 Sec.-ft. 8.6 2 . 10.4 3 10.9 4 11.5 5 11.9 6 12.5 7 16.4 8 18.0 9. 22.0 10 15.2 11 14.2 12 10.9 13 12.1 14. 11.7 15 -. .,, 16 12.7 13.3 17. 12.9 18 12.3 19 12.1 20 11.9 21 12.3 22 12.9 23 13.3 14.0 25 14.0 26 15.2 14.5 28 11.9, 11.9 30 10.9 12.7 a Gauge height interpolated. Monthly Discharge of Swiftcurrent Creek at Sinclair's Ranche, (Lower Station), for 1913 (Drainage area, 366 square miles.) Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square MUe. Depth in inches on Drainage. Area. Total in Acre-feet April (22-30) 234.0 41.0 45.0 22.0 7.5 19.1 22.0 32.0 40.3 20.0 30.7 10.0 21.9 4.8 11.7 3.6 5.1 4.1 8.0 8.6 13.1 0.110 0.083 0.060 0.032 0.014 0.022 0.036 0.037 720 May 0.096 1,888 0.067 1,303 July 0.037 719 August 0.016 , 314 0.024 476 October 0.042 ! 806 The period 0.319 6.226 ' swiftcurrent creek near swift current. This station was established on May 5, 1913, by 0. H. Hoover, to obtain the flow of the creek above the intake of the town of Swift Current's water supply. It is located on the N. W. H Sec. IS, Tp. 15 Rge. 13, W. 3rd Mer., and about 2 miles from the centre of the town of Sv.ift Current. The gaug^e, which is a plain staff graduated to feet and hundredths, is located on the right bank. The zero (elev. 87.20) is referred to a bench mark (assumed elev. 100.00) on a rock about 20 feet from the gauge. SWIFTCURRENT CREEK DRAINAGE BASIN SESSIONAL PAPER No. 25c 323 The ehannel is straight for 1200 feet above and 150 feet below the station. The right bank is high; the left is low but not liable to overflow. The bed of the stream is of sand and gravel, wMle the current is sluggish; there is no growth of vegetation in the channel. Discharge measurements are made at the gauge with a current meter by wading. There is a bridge a short distance downstream, from which measurements can be made at high water and flood periods. The gauge was read during 1913 by Mrs. C. E. Downes and Stanley Tite. The reservoir dam of the town of Swift Current was constructed a short distance above the gauge and therefore this station •will not in future include the full discharge of the stream. Discharge Measuremexts of Swiftcm'rent Creek near Swift Current, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. May 6 May 30 July 5 July 28 Aug. 27 Sept. 27 Oct. 21 Nov. 15 Dec. 8 Dec. 27 O. H. Hoover do do do do do do do do F. R. Steinberger Feet. 53.5 53.2 53.1 30.5 30.5 32.3 34.2 30.8 27.0 Sq.-ft. 11.3 9.5 10.7 31.8 29.9 33.1 33.1 36.6 24.6 Ft. per sec. 0.725 0.45 0.59 0.44 0.39 0.49 0.55 0.66 0.45 Feet. 1.56 1.30 1.45 1.00 0.91 1.03 1.12 1.18 0.95 1.26 Sec.-fl. 81.60 43.20 63.30 14.10 11.60 16.20 18.20 24.00 11.00 a 0.22 a Weir measurement. Daily GArcE-HEiGHT and Discharge of Swiftcurrent Creek, near Swift Current, for 1913. D.A.Y. May. Gauge Height. Dis- charge. June. Gauge Height. Dis- charge. July. Gauge Height. Dis- charge. August. Gauge Height. Dis- charge. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 1.55 1.57 1.56 1.56a 1.55 1.55 1.54 1.55 1.55 1.54 1.56 1.56 1.54 1.58 1.55 1.56 1.58 1.58 1.58o 1.58a 1.58a 1.58a 1.58 1.56 1.55 1.58 Sec.-fl. 80 84 82 82 80 80 78 80 80 78 82 82 78 86 80 82 86 86 86 86 86 82 80 86 Feet. 1.55 1.56 1.54 1.55 1.56 1.58 1.57 1.51 1.28 1.26 1.23 1.24 1.23 1.22 1.26 1.28 1.28 1.26 1.21 1.22 1.41 1.42 1.51 1.70a 1.68a 1.67 1.69 1.66 1.65 1.65 Sec.-fl. 80 82 78 80 82 86 84 73 41 39 35 36 35 34 39 41 41 39 33 34 57 59 73 110 106 104 108 102 100 100 Feet. 1.63 1.61 1.63 1.50a 1.45 1.45 1.41 1.41 1.41 1.41 1.41 1.41 1.39 1.36 1.36 1.36 1.32 1.32 1.32 1.27 1.22 1.22 1.22 1.20 1.20 - * 1.20 1.20 1.00 1.00 1.00 0.98 Sec.-ft. 96.0 92.0 96.0 71.0 63.0 63.0 57.0 57.0 57.0 57.0 57.0 57.0 55.0 50.0 50.0 50.0 45.0 45.0 45.0 40.0 34.0 34.0 34.0 32.0 32.0 32.0 32.0 16.6 16.4 16.3 15.0 Feel. 0.97 0.97 0.96 0.96 0.97a 0.98a 0.99a 1.00a 1.00 1.02 1.00 0.84 0.84 0.98 0.98 0.92 0.98 0.97a 0.96a 0.95a 0.94a 0.93a 0.92a 0.91o 0.90a 0.89a 0.88 0.87 0.86 0.87 0.86 Sec.-fl. 14.5 14. '4 13.7 13.6 14.0 14.5 15.0 15.6 15.6 16.7 15.4 7.6 7.6 13.8 14.0 10.8 13.6 12.8 12.3 11.9 11.5 11.1 10.6 10.2 9.8 9.4 9.0 8.5 8.1 8.5 8.1 a Gauge height interpolated. 324 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge-height and Discharge of Swiftcurrent Creek, near Swift Current, for 1913. — Concluded. September. October. November. December. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 .* . Feet. 0.87 0.86 0.81 0.82 0.82 0.81 0.81 0.77 0.77 0.77 0.72 0.77 Sec.-ft. 8.5 8.1 6.1 6.5 6.5 6.1 6.1 4.6 4.6 4.6 2.9 4.6 Feet. 1.03 1.03 1.02 1.03 1.04 1.03 1.03 1.03 1.02 1.01 1.02 1.01 1.01 1.03 1.04 1.03 1.02 1.02 1.03 1.13 1.12 1.09 1.08 1.07 1.07 1.11 1.14 1.19 1.09 1.10 1.10 Sec.-ft. 15.5 15.5 15.0 15.5 15.9 15.5 15.5 15.5 15.0 14.5 15.0 14.5 14.5 15.5 15.9 15.5 15.0 15.0 15.5 20.2 19.8 18.3 17.8 17.4 17.4 19.3 20.7 23.2 18.3 18.8 18.8 Feet. a Sec.-ft. Feet. 1.14 1.06 1.13 1.06 1.10 1.14 0.97 0.95 1.00 1.00 1.04 1.03 1.00 1.01 1.00 1.00 1.07 1.04 1.01 1.01 0.95 0.416 0.38 1.33 1.03 1.03 1.25 1.30 1.10 1.29 1.34 Sec.-ft. 20.70 2 16.90 3 20.20 4 16.90 5 18.80 6 20.70 7 12.80 8 ■ 11.90 9 14.10 10 14.10 11 15.90 12 15.50 13 0.77 4.6 0.77 4.6 14.10 14 14.60 15 0.77 0.78 0.78 0.78 0.73 0.82 0.82 0.83 0.83 0.92 0.96 0.99 1.03 1.04 1.04 1.04 4.6 5.0 5.0 5.0 3.2 6.5 6.5 6.9 6.9 10.6 12.3 13.7 15.5 15.9 15.9 15.9 1.18a 1.23 1.20 0.99 0.99 1.14 1.12 1.11 1.20 1.10 1.14 1.14 1.16 1.16 1.16 1.13 22.7 25.3 23.7 13.7 13.7 20.7 19.8 19.3 23.7 18.8 20.7 20.7 21.7 21.7 21.7 20.2 14.60 16 14.10 17 17.40 18 15.90 19 14.60 20 14.60 21. 11.90 0.40 23 0.30 0.25 0.25 26 0.25 0.20 0.25 0.50 30 0.75 31. 1.00 a No records made. b City began to fill reservoir above station. Monthly Discharge of Swiftcurrent Creek near Swift Current, for 1913. (Drainage area, 1,000 square miles.) Discharge in Second-Feet Run-Off. Month. Maximum. Minimum. Mean. Per square MUe. Depth in inches on Drainage. Area. Total in Acre-feet. May (6-31) 86.0 110.0 96.0 16.7 15.9 23.2 25.3 20.7 78.0 33.0 15.0 7.6 2.9 14.5 13.7 0.2 82.5 67.0 48.3 12.0 7.6 16.8 20.5 11.0 0.082 0.067 0.048 0.012 0.076 0.017 0.020 0.011 0.079 0.075 0.055 0.014 0.085 0.020 0.012 0.013 4,255 3,987 July 2.970 738 452 October November (15-30) 1,033 651 674 0.353 14,760 SWIFTCURRENT CREEK DRIANAGE BASIN SESSIONAL PAPER No. 25c 325 SWIFTCURRENT CREEK AT SWIFT CURRENT. This station was established April 30, 1910, bj^ H. R. Carscallen. It is located at the traffic bridge on the north side of the Canadian Pacific Railway tracks in the town of Swift Current on S.W. H See. 30, Tp. 15, Rge. 13, W. 3rd Mer. The gauge is a plain staff, graduated to feet and hundredths, spiked vertically to the inside face of the left abutment of the bridge. The zero of the gauge (elev. 85.71) is referred to a permanent iron bench mark (assumed elev. 100.00), situated eight feet east of the south approach of the bridge. The channel curves slightly, but is almost straight for about 300 feet above the station and is straight for about 300 feet below. The right bank is rather low with a gradual slope ; the left bank is high. Both banks are clear of brush and undergrowth and are not liable to overflow. The bed of the stream is sandy with a few large stones and is liable to shift at high stages. Weeds in the cross-section make it difficult to make discharge measurements during the low stages of the stream, when the current is sluggish. During ordinaiy stages, discharge measurements are mad.e from the downstream side of the bridge, but at low stages they are made by wading near the bridge. The initial point for soundings is the inner face of the row of piles at end of the south approach. During 1913, the gauge was read by C. E. Wesley, who Uves wathin 200 yards of the bridge. Discharge Measurements of Swiftcurrent Creek at S^ift Current, in 1913. Date. Hydrographer. Width. Area of Section. 1 Mean ! Velocity. Gauge Height. Discharge. Jan. 21 O. H. Hoover Feet. 20.0 Sq.-ft. 4.25 Ft. per sec. Feet. Sec.-fl. Nil. Feb. 15 do 1 Nil. Mar. 25 do 75.0 77.2 69.5 53.5 63.5 45.0 44.0 45.5 51.0 64.0 13.40 359.00 107.00 52.60 64.80 33.20 31.60 33.90 39.90 53.00 i 0.96 i 1.65 0.78 1 i 0.74 0.91 i 0.41 0.36 0.40 0.51 0.79 1 1 3.2i 5.06 1.91 1.56 1.77 1.27 1.24 1.29 1.36 1.69 12 9 April 9 do 591 0 May 3 do 84 0 May 30 do 39 0 July 5 do . . 59 0 July 28 do 13 7 Aug. 27 do 11.2 Spet. 27 do 13.7 Oct. 21 do 20.0 Nov. 15 do 42.0 326 STREAM MEASUREMENTS, 1913 ♦ 4 GEORGE v., A. 1914 Daily Gauge-height and Discharge of Swiftcurrent Creek, at Swift Current, for 1913, January. February. March. April. May. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge Gauge Height. Dis- charge. Gauge Height Dis- charge. 1 Feet. 0.75 0.75 0.75 0.75 0.75 0.65 .0.65 0.65 0.55 0.55 0.55 0.40 0.40 0.40 0.40 0.40 0.35 0.35 0.35 0.35 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 Sec.-ft. a Feet. 0.15 0.15 0.15 0.15 0.15 0.15 0.05 0.05 Sec.-ft. Feet. Sec.-ft. Feet. c Sec.-ft. Feet. 1.58 1.60 1.89 1.89 1.90 1.86 1.84 1.76 1.72 1.72 1.75 1.74 1.71 1.71 1.71 1.71 1.71 1.70 1.70 1.68 1.68 1.68 1.64 1.65 1.63 1.64 1.62 1.63 1.62 1.55 1.56 Sec.-ft. 42 2 44 3 77 4 77 5 78 6 ■■'b"" 2.75 3.05 4.05 4.55 4.65 4.75 4.55 4.55 4.55 4.35 4.25 4.15 4.05 3.75 3.55 3.15 3.15 3.15 3.15 3.16 3.16 3.16 3.16 3.16 4.36 5.66 a 73 7 71 8 a c 5.17 4.64 4.07 3.90 3.41 3.55 3.22 3.14 2.98 2.93 2.25 2.10 1.97 1.94 1.84 1.74 1.67 1.61 1.60 1.51 1.56 1.60 "'ebi' 511 409 378 295 318 262 249 224 216 120 102 86 83 71 59 52 45 44 35 40 44 62 9 57 10 57 11 61 12 59 13 56 14 56 15 56 16 56 17 56 18 55 19 55 20 a b 53 21 53 22 53 23 48 24 50 47 26 48 27 46 28 47 29 46 30 39 31 40 a Ice conditions; not sufficient data to compute discharge. b No flow; stream frozen solid. c Gauge destroyed. SWIFTCURRENT CREEK DRAINAGE BASIN SESSIONAL PAPER No. 25c 327 Daily Gauge-height and Discharge of S-wdfteurrent Creek, at Swift Current, for 1913. — Concluded. June. July. August. September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 2 3 4 5 Feet. 1.49 1.50 1.49 1.49 1.49 1.53 1.50 1.43 1.41 1.41 1.42 1.40 1.40 1.49 1.47 1.43 1.42 1.41 1.42 1.62 1.71 1.71 1.71 1.92 1.97 1.93 2.02 1.97 1.92 1.92 Sec.-ft. 33 34 33 33 33 37 34 27 25 25 26 24 24 33 31 27 26 25 26 46 56 56 56 80 86 82 92 86 80 80 Feel. 1.82 1.72 1.71 1.71 1.76 1.70 1.66 1.62 1.68 1.57 1.57 1.57 1.56 1.52 1.51 1.51 1.50 1.52 1.50 1.46 1.40 1.37 1.35 1.33 1.32 1.30 1.25 1.24 1.26 1.22 1.21 Sec.-ft. 68.0 57.0 56.0 56.0 62.0 55.0 51.0 46.0 42.0 41.0 41.0 41.0 40.0 36.0 35.0 35.0 34.0 36.0 34.0 30.0 24.0 21.0 19.5 17.7 16.8 15.0 11.0 10.2 11.8 8.6 7.8 Feet. 1.21 1.20 1.22 1.21 1.20 1.20 1.22 1.22 1.21 1.21 1.22 1.25 1.25 1.32 1.20 1.22 1.32 1.32 1.31 1.32 1.32 1.31 1.31 1.29 1.27 1.22 1.18 1.18 1.20 1.21 1.21 Sec.-ft. 7.8 7.0 8.6 7.8 7.0 7.0 8.6 8.6 7.8 7.8 8.6 11.0 11.0 16.8 7.0 8.6 16.8 16.8 15.9 16.8 16.8 15.9 15.9 14.2 12.6 8.6 5.6 5.6 7.0 7.8 7.8 Feet. 1.18 1.11 1.11 1.11 1.11 1.08 1.09 1.07 1.08 1.08 1.08 1.07 1.06 1.07 1.06 1.07 1.07 1.07 1.07 1.08 1.12 1.12 1.12 1.17 1.17 1.17 1.17 1.27 1.37 1.32 Sec.-fl. 6.2 3.4 3.4 3.4 3.4 2.6 2.8 2.4 2.6 2.6 2.6 2.4 2.2 2.4 2.2 2.4 2.4 2.4 2.4 2.6 3.8 3.8 3.8 5.8 5.8 5.8 5.8 12.6 21.0 16.8 Feel. 1.27 1.27 1.27 1.27 1.27 1.27 1.32 1,37 1,32 1.27 1.27 1.32 1.37 1.37 1.32 1.32 1.32 1,33 1,34 1.35 1.36 1.37 1.38 1.39 1.40 1.40 1.41 1.42 1,42 1,42 1.42 Sec.-fl. 12.6 12.6 12.6 12.6 12.6 6 7 12.6 16.8 8 21.4 9 10 11 12 13 14 16,8 12,6 12.6 16.8 21.0 21.0 15 16.8 16 16. S 17 16.8 18 19 18.0 18.6 20 19.5 21 .'....... 20.0 22 21.0 23 22.0 24 23.0 25 24.0 26 24.0 27 25.0 28 26.0 29 26.0 30 26.0 31 20. 0 1 Monthly Discharge of Swifteurrent Creek at Swift Current, for 1913. (Drainage area, 1,015 square miles.) Discharge in Second-Feet Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. April (9-30) 607.0 78.0 92.0 68.0 16.8 21.0 26.0 35.0 39.0 24.0 7,8 5.6 2.2 12.6 193.00 55.40 45.20 34.20 10.50 4.73 18.80 0.190 . 0.055 0.045 0.034 0.010 0.005 0.019 0.16 0,06 0,05 0,04 0.01 0.01 0.02 8.430 3,406 2,690 July 2,103 646 281 1,156 0.35 18,712 328 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Miscellaneous Discharge Measurements made in Swiftcurrent drainage basin, in 1913 Date. Hydrographer. Stream. Location. i Width. Area of of Section. Mean Velocity. Discharge. Feet. Aug. 17. . , Tuly 14... July 17.. July 22.. July 30. . Feb. 2 . . , Feb. 18.. Mar. 26 . . . April 10... Feb. 18.., M. H. French. . . D. B. Gardner.... M. H. French. . . P. V. Binns M. H. French. . . O. H. Hoover. . . do do do do Bone Creek N.E. 10-11-20-3.. Jones Creek j S. W. 8-8-20-3.. . do j do ... do do ... Spring Creek . N.W. 9-9-20-3 . . Swiftcurrent Creek! S.E. 24-15-14-3. . do ! S.E. 24-15-14-3.. Jones Creek ' S.W. 8-8-20-3. . . do I S.W. 12-15-14-3.! do S.W. 19-15-13-3. Sq. feet. 9.88 2.36 2.20 2.06 Feet per Sec. 0.68 0.55 0.36 0.34 23.0 90.0 91.0 23.3 51.6 429.0 0.23 0.30 1.05 Sec.-ft. 6.70 1.30 1.30 0.69 0.26 Nil. 5.30 15.60 748.00 Nil. a Weir measurements. ANTELOPE LAKE DRAINAGE BASIN. General Description. Antelope Lake is a small body of saline water, six miles long and from one to one and a half miles vnde, situated at an elevation of 2,300 feet above sea level. It lies in a deep depres- sion north of the main line of the Canadian Pacifie Railway, in Tp. 15, Rge. 18, W. 3rd Mer., and drains an area of about 3.50 square miles. The lake receives its supply from Bridge Creek, which rises in the Cypress Hills. The altitude of the source of this creek is 2,800 feet and it has an average fall of fifteen feet per The vallev traversed by Bridge Creek is narrow and quite shallow, rarely exceeding 100 feet in depth. The land lying along the creek bottom is very flat and liable to become inunda- ted during periods of flood. The bench land is rolling prairie, cut up by innumerable coulees which drain the suiTounding country into the main valley. The mean annual raiiifall amounts to about fourteen inches, most of which occurs during May, June and July. The creek has only a small flow., and is dry along most of its course for several months during the year. A number of imgation schemes receive their supply from this basin. The largest of these are Moorhead and Fearon's works, which divert water from Bridge Creek in Sec. 33, Tp. 10, Rge. 22, W. 3rd Mer. BRIDGE CREEK AT RAYMOND'S RANCHE. This station was estabUshed April 8, 1911, by G. H. Whyte. It is located on the S. E. X Sec. 33, Tp. 10, Rge. 22, W. 3rd Mer., and about 400 yards upstream from the headgate of Fearon'and Moorhead's ditch and some two miles from SlaiU Creek P.O. The gauge, which is a plain staff graduated to feet and hundredths, is placed at the left side of the channel. The zero of the gauge (elev. 89.42) is referred to a permanent iron bench mark (assumed elev. 100.00), located on the left bank about 50 feet southwest of the gauge. The channel is straight for about 30 feet above and below the station. The right bank is low and covered with small shrubs, while the left is high and clear of tree growth. The bed of the stream is sandy and shifts. The current is moderate at all stages. Discharge measurements ai-e made at the gauge by wading, or during high stages at the government bridge three miles below. During most of the season, however, measurements are made with a weir at or near the gauge. The initial point for soundings is a plug driven close to the ground on the left bank, and a tagged ware is strung across the stream to mark the regular section. During 1912 the gauge was read by ]Mrs, Charles Raymond. AX TE LOPE LAKE DRAIXAGE BASIN SESSIONAL PAPER No. 25c 329 Discharge Measurements of Bridge Creek at Raymond's Ranche, in 1913. Etate. Hydrographer. Width. Area of Section. 1 Mean Velocity. Gauge Height. Discharge. April 28 E. W. \V. Hughes Feet. 4.1 Sq.-ft. 1.32 Ft. per sec. \ 0.606 Fc^l. 0.88 .79 .66 .45 .38 .46 .62 0.53 Sec.-ft. 0 800 May 6 do 0 490 do 3.7 a 1.35 0.526 0 710 do 0 060 July 8 do 0 013 Aug 7 do 0 035 Oct. 4 do 2.7 b 0.90 0.550 0 500 Oct. 28 do c 0 10 a Weir measurements. b Ice in stream . c Discbarge estimated. Daily Gauge-height and Discharge of Bridge Creek, at Raymond's Ranche, for 1913. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. D.\Y. March. Gauge Dis- Height. cliarge. Feet. Sec.-ft. 3.19 9.40 3.29 ' 9.80 3.42 10.30 April. Gauge Height. Feet. 3.17 3.04 3.00 2.94 2.67 2.29 1.86 1.78 1.72 1.34 1.22 1.35 1.32 1.29 1.24 1.23 1.22 1.19 1.12 1.09 1.04 0.99 0.94 0.92 0.89 0.84 0.81 0.88 0.89 0.92 Dis- charge. Sec.-ft. 9.30 8.80 8.70 8.40 7.40 6.00 4.40 4.10 3.90 2.40 2.00 2.50 2.40 2.30 2.10 2.00 2.00 1.88 1.62 1.50 1.31 1.12 0.95 0.87 0.77 0.61 0.53 0.74 0.77 0.87 May. Gauge Height. Feet. 0.89 0.97 0.89 0.83 0.65 0.66 0.68 0.65 0.66 0.64 0.68 0.64 0.61 0.66 0.59 0.57 0.56 0.59 0.54 0.53 0.55 0.51 0.53 0.51 0.51 0.49 0.47 0.47 0.45 0.43 0.46 Dis- charge. Sec.-ft. 0.77 1.05 0.77 0.59 0.23 0.25 0.28 0.23 0.25 0.22 0.28 0.22 0.18 0.25 0.16 0.14 0.13 0.16 0.11 0.10 0.12 0.08 0.10 0.08 0.08 0.06 0.05 0.05 0.04 0.03 0.05 June. Gauge Height. Feet. 0.49 0.51 0.47 0.49 0.45 0.46 0.44 0.43 0.41 0.37 0.39 0.45 0.46 0.41 Dis- charge. Sec.-ft. 0.06 0.08 0.05 0.06 0.04 0.05 0.04 0.03 0.02 0.01 0.02 0.04 0.05 0.02 0.37 0.01 0.31 0.01 0.46 0.05 0.48 0.06 0.44 0.04 0.55 0.12 0.52 0.09 0.53 0.10 0.55 0.12 0.57 0.14 0.60 0.17 0.61 0.18 0.64 0.22 0.63 0.21 0.61 0.18 0.63 0.21 330 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge-height and Discharge of Bridge Creek, at Raymond's Ranche, for 1913. — Concluded. Day. July. Gauge Dis- Height. charge. August. Gauge Dis- Height. charge. September. Gauge Height. Dis- charge. October. Gauge Height. Dis- charge. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. Feet. 0.60 .64 .65 .82 .84 .71 .59 .38 .36 .41 .59 .69 .71 .76 .66 .49 .41 .37 .36 .36 .34 .36 .33 .32 .31 .33 .32 .35 .39 0.36 Sec.-fl. 0.17 .22 .23 .56 .61 .33 .16 .01 .01 .02 .16 .29 .33 .43 .25 .06 .02 .01 .01 .01 .01 .01 .01 .00 .00 .01 .00 .01 .02 0.01 Feet. 0.34 .33 .36 .34 .36 .48 .45 .46 .49 .44 .41 .37 .35 ! .48 .54 I .57 .61 .66 .58 i .54 .55 .57 .51 .44 .36 .37 .36 .36 .38 .37 0.41 Sec.-jt. 0.01 .01 .01 .01 .01 .06 .04 ,05 .06 .04 .02 .01 .01 .06 .11 .14 .18 .25 .15 .11 .12 .14 .08 .04 .01 .01 .01 .01 .01 .01 0.02 Feel. 0.41 .35 .37 .36 .38 .39 .37 .42 .51 .46 .44 .41 .39 .37 .39 .41 .42 .47 .51 .57 .61 .72 .89 .81 ,72 .77 .69 .66 .68 0.66 Sec.-ft. 0.02 .01 .01 .01 .01 .02 .01 .03 .08 ,05 .04 ,02 ,02 .01 ,02 ,02 ,03 ,05 ,08 ,14 ,18 ,35 .77 ,53 ,35 .45 ,29 ,25 ,28 0,25 Feet. 0,64 .66 ,69 .59 ,61 .65 .62 .61 ,59 ,65 .64 .63 ,65 ,61 ,63 .64 .61 .59 .56 .57 ,54 .51 .49 .54 .52 .48 ,46 ,54 ,53 .56 0.54 Sec.-fl. 0.22 .25 ,29 .16 ,18 .23 ,19 .18 ,16 ,23 ,22 .21 ,23 .18 .21 .22 .18 ,16 .13 .14 .11 .08 .06 .11 .09 .06 ,05 ,11 .10 .13 0.11 Monthly Discharge of Bridge Creek at Raj^mond's Ranche, for 1913. (Drainage area, 6 square miles.) Month. Discharge in Second-Feet. Maximum. Mean. Per square Mile. Run-Off. Depth in inches on Drainage Area. Total in .^cre-feet. March (29-31) . April May June July August September. . , , October 10,30 9,30 1.05 0.22 0.61 0.25 0.77 0.29 9.40 0.53 0.03 0.01 0.00 0.01 0.01 0.05 The period. 9.830 3.070 0.229 0.083 0,132 0.058 0,146 0.161 1,640 0,512 0,038 0.014 0.022 0.010 0.024 0.027 0.18 0.57 0.04 0.02 0.02 0.01 0.03 0.03 0.90 58 183 14 ANTELOPE LAKE DRAINAGE BASIN SESSIONAL PAPER No. 25c 331 BRIDGE CREEK NEAR SKULL CREEK POST OFFICE. This station was established July 29, 1909, by H. R. Carseallen. It is located at the highway bridge on the surveyed trail running eastward from Maple Creek, on the N. E. % Sec. 11, Tp. 11, Rge. 22, W. 3rd Mer. It is about four miles from Skull Creek P.O., and 27 miles from ^Nlaple Creek. . . The gauge, which is a plain staff graduated to feet and hundredths, is attached vertically to the centre pile on the downstream side of the bridge. The zero of the gauge (elev. 87.51) is referred to a permanent iron bench mark (assumed elev. 100.00), located on the right bank about 100 feet southeast of the gauge. . .r. , i i The channel is straight for 100 feet above and 30 feet below the station. Both banks are high and not liable to overflow. The stream is entu-ely devoid of tree growth. The bed of the creek is composed of clay and may shift somewhat at high stages. There is a small amount of vegetation at the station. The current is sluggish. • During high water, discharge measurements are made from the doAvnstream side of the bridge. The initial point for soundings is the inner face of the left or west abutment. Low- water measurements are made near the bridge by wading, and at very low stages a weir is used. During 1913 the gauge was read by James Mann. Discharge Measurements of Bridge Creek near SkuU Creek, Post Of&ce, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. AprU 28 April 28 J. S. Wright & E. W. W. Hughes, do Feet. 7.0 4.9 8.5 Sec-ft. 4.55 5.05 4.39 Ft. per sec. 0.081 0.132 0.139 Feet. 1.59 1.59 1.59 1.63 .. 0.59 Sec.-fl. 0.37 0.67 April 28 do 0.61 E W. W. Hughes aO.92 July 8 do Nil. do Nil. Sept. 12 do . . Nil. Oct. 4 do Nil. Oct. 28 do Nil. a Weir measurement. No. 26o.— 22 332 STREAM MEASUREMENTS, 1913 4 GEORGE v., A- 1914 Daily Gauge-height and Discharge of Bridge Creek, near Skull Creek Post Office, for 1913. April. May. June. July. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 3.74 Sec.-jt. 11.00 Feel. 1.71 1.73 1.71 1.68 1.65 1.57 1.50 1.50 1.50 1.51 a 1.51 Sec.-ft. 1.27 1.36 1.27 1.12 0.98 .62 .35 .35 .35 .38 .38 Feet. a0.80 0.77 a0.70 0.63 .63 .63 .63 a. 63 .63 .63 .63 .63 a .63 a .62 a. 62 a .62 a .60 a .60 a .60 a .60 a. 60 a .60 0.91 1.00 0.94 0.93 1.00 1.00 aO.98 0.95 Sec.-ft. NU do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do Feet. aO.93 0.89 .91 .97 .93 a .75 .59 a. 59 a .50 .45 a .40 .34 a .34 .82 .76 .59 b Sec.-ft. Nil. 2 3.13 : 8.10 3.28 1 8.80 3.33 9.00 do 3 do 4 do 5 3.55 3.72 3.43 2.85 2.99 10.10 10.90 9.50 6.70 7.40 do 6 do 7 do 8 do 9 do 10 2.97 1 8.20 do 11 2.80 2.79 2.76 2.63 2.57 2.51 2.39 2.20 2.13 a2.00 1.91 1.86 1.78 1.71 1.67 1.61 a 1.60 1.59 1.65 1.67 6.50 6.40 6.30 5.70 5.40 5.10 4.60 3.60 3.30 2.70 2.20 1.99 1.60 1.27 1.08 0.80 0.75 0.70 0.98 l.OS d» 12 1.51 .38 1.51 .38 1.51 .38 1.51 .38 1.49 .33 1.49 .33 1.51 .38 1.47 , .29 1.43 i .23 1.40 .19 1.38 .17 1 . 29 .09 a 1.22 .06 al.l6 .03 1.06 0.01 1.00 Nil. 0.97 do 0.95 do 0.91 do 0 96 do do 13 do 14 do 15 do 16 do 17 do 18 do 19 do 20 do do 22.../ do do 24. . do do do 27 do do 29 do 30 do 31 do a Gauge height interpolated. 6 Creek dry at gauge rod for rest of year. Monthly Discharge of Bridge Creek near Skull Creek Post Office, for 1913. (Drainage area, 15 square miles.) Discharge in Second-Feet Run-Off, Month. Maximum. Minimum. Mean. Per square Mile. Depth in 1 inches on 1 Total in Drainage Acre-feet. Area. ! 11.00 1.36 0.70 0.00 5.060 0.389 0.337 0.026 0.376 0.030 301 24 June Nil. July NU. The period 0.406 325 1 1 BRIDGE CREEK AT GULL LAKE. This station was established March 29, 1911, by G. H. Whyte. It is located at the highway bridge on the S.E. X Sec. 23, Tp. 12, Rge. 19, W. 3rd Mer., near the Canadian Pacific Railway station. The gauge, wliich is a plain staff graduated to feet and hundredths, is nailed to the downstream side of the right abutment of the bridge. The zero of the gauge (elev. 95.63) is referred to a permanent iron bench mark (assumed elev. 100.00) located on the right bank 182 ft. from the gauge and 158 ft. from the northwest corner of the C.P.R. station. LAKE OF THE NARROWS DRAINAGE BASIN SESSIONAL PAPER No. 25c 333 The channel is slightly curved for 160 feet above but is straight for 80 feet below the sta- tion. Both banks are low and hable to overflow. The bed of the stream is sandy and Uable to shift. During high stages, discharge measurements are made from the bridge or by wading near the section. During verj' low stages a weir is used. The initial point for soundings is at the north end of the downstream side-of the bridge and is marked with a broad arrow. From July 5th to the end of the season W. Airth was the observer. There was no flow during this period. No observer was obtainable dxiring the early part of the season; also no discharge measurements were made. LAKE OF THE NARROWS DRAINAGE BASIN. General Description. Lake of the Narrows is a small lake, three miles long and one and a half miles wide, in Township 3, Range 23, West of the 3rd ISIeridian. It has a drainage area of about 200 square miles. The principal stream in the basin is Skull Creek, which rises in the eastern slope of Cypress Hills. It flows through a narrow valley for the greater part of its course, but as it nears the lake, the valley widens out into large meadows. The surrounding country is roUing prairie. , ~ The mean annual precipitation in the drainage basin is about 13 inches, but very Uttle rainfall occurred diu-ing 1913 causing Skull Creek to go dry in places. There are several small irrigation ditches in this drainage basin, the largest of which is Moorhead and Fearon's ditch, which diverts water from Skull Creek on the N.E. U Sec. 29, Tp. 10, Rge. 22, W. 3rd Mer. SKULL CREEK AT DOYLE'S RANCHE. This station was established April 8, 1911, by G. H. Whyte, to obtain the discharge of the stream above all ditches. It is located on the N.E. li Sec. 29, Tp. 10, Rge. 22, W. 3rd Mer., about one quarter of a mile above the headgates of Fearon and Moorhead's irrigation ditch, one and a half miles above Skull Creek P.O., and half a mile upstream from Thos. Doyle's house. The gauge, which is a plain staff graduated to feet and hundredths, is fi.xed to a post at the left bank. The zero of the gauge (elev. 86.82) is referred to a permanent iron bench mark (assumed elev. 100.00), located 350 feet N. 32o E. of the gauge. The channel is straight for about 20 feet above and below the station. The right bank is high, while the left is low and liable to overflow during high water stages. Both banks are well wooded. During 1913 an artificial control was constructed about 40 feet below the gauge rod. Discharge measurements are made at low and ordinary"^ stages by wading or with a weir. At high stages, measurements are made from the traffic bridge at the lower station, which is three miles downstream. During 1913, the gauge was read by Thomas Doyle. Discharge Measitrements of SkuU Creek at Doyle's Ranche, in 1913. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 26 May .5 June 5 June 20 July 4 July 8 Aug. 7 .\ug. 18 Sept. 11 Oct. 3 Oct. 27 J. S. Wright & E. W. W. Hughes . E. W.W.Hughes do M. H. French do E. W.W.Hughes do do do do do Feel. 12.8 13.3 13.0 13.6 13.0 6.9 5.4 15.1 S..-ft. Ft. per sec. 15.5 15.0 6.1 6.7 4.2 7.8 6.0 2.2 2.0 5.7 5.2 6.0 0.596 0.681 0.397 1.090 0.852 0 . 500 0.229 0.234 0.371 0.317 Fed. 1.44 1.46 1.35 1.65 1.51 1.21 1.16 1.70 1.77 1.78 Sec.-ft. 3.60 4.60 1.66 8.50 5.10 1.09 0.45 1.34 Nil. 1.95 1.91 No. 25e.— 221 334 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge-height and Discharge of Skull Creek, at Doyle's Ranche, for 1913. April. May. June. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 5.75a 5.50 5.60 5.60 6.75 5.53 5.50 4.50 3.50 3.00a 2.90 2.62 2.25 2.10 2.00 1.85 1.80 1.70 1.60 1.57 1.57 1.50 1.50 1.50 1.47 1.45 1.45 1.46 1.47 1.50 Sec.-ft. 30.0 30.0 40.0 50.0 50.0 60.0 60.0 80.0 80.0 80.0 87.0 67.0 42.0 31.0 25.0 16.4 14.0 10.1 7.1 6,4 6.4 4.8 4.8 4.8 4.2 3.8 3.8 4.0 4.2 4.8 Feet. 1.56 1.53 1.50 1.47 1.46 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.46 1.45 1.45 1.44 1.44 1.45 1.44 1.42 1.42 1.40 1.37 1.35 1.85 1.36 1.34 1.356 1.35 1.35 Sec.-ft. 6.1 5.5 4.8 4.2 4.0 3.8 3.8 3.8 3.8 3.8 3.8 3.8 3.8 4.0 3.8 3.8 3.6 3.6 3.8 3.6 3.3 3.3 3.0 2.5 2.2 2.2 2.4 2.1 2.2 2.2 2.2 Feet. 1.32 1.33 1.35 1.35 1.35 1.34 1.35 1.346 1.33 1.326 1.316 1.30 1.32 1.30 1.29 1.30 1.38 1.43 1.33 1.59 1.46 1.40 1.37 1.35 1.40 1.38 1.39 1.36 1.34 1.33 Sec.-ft. 1.90 2 2.00 3 2.30 4 2.30 5 2.30 6 2.20 7 2.20 8 : 2.20 9 2.00 10 1.90 11 1.80 12 1.70 13 1.90 14 1.70 15 1.60 16 1.70 17 2.70 18 3.50 19 2.00 20 6.90 21 22 4.00 3.00 2.50 24 2.30 3.00 2.70 27 2.80 2.40 29 2.10 2.00 31 a Ice conditions, discharges estimated. 6 Gauge heights interpolated. LAKE OF THE NARROWS DRAINAGE BASIN SESSIONAL PAPER No. 25c 335 Daily Gauge-height and Discharge of Skull Creek, at Doyle's Ranche, for 1913.- Concluded. July. August. September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 1.31 1.30 1.31 1.33 1.32 al.30 1.21 1.21 1.19 1.21 1.31 1.31 1.38 1.35 1.33 1.33 1.28 1.27 1.24 1.28 al.25 1.23 1.25 1.23 1.23 1.23 a 1.23 1.23 1.20 1.22 1.20 Sec.-ft. 1.80 1.70 1.80 2.00 1.90 1.70 0.88 0.88 0.74 0.88 1.80 1.80 2.70 2.20 2.00 2.00 1.50 1.40 1.12 1.50 1.20 1.04 1.20 1.04 1.04 1.04 1.04 1.04 0.80 0.96 0.80 Feet. 1.20 1.20 1.15 al.l5 1.15 1.25 1.25 1.26 1.30 1.28 a 1.27 1.26 1.23 1.23 1.32 1.33 a 1.38 1.41 bl.70 a 1.68 1.67 1.65 1.61 1.61 1.61 al.61 al.62 al.63 al.64 al.64 1.65 Sec.-ft. 0.80 0.80 0.50 0.50 0.50 1.20 1.20 1.30 1.70 1.50 1.40 1.30 1.04 1.04 1.90 2.00 2.70 3.20 1.35 1.21 1.14 1.00 0.76 0.76 0.76 0.76 0.82 0.88 0.94 0.94 1.00 Feet. al.64 al.64 al.64 al.64 al.64 al.62 al.62 al.62 al.62 al.62 al.63 al.63 al.63 al.63 al.63 al.64 1.65 1.70 1.80 1.77 1.77 1.85 1.87 1.76 1.75 1.75 1.73 1.70 1.70 1.71 Sec.-ft. 0.94 0.94 0.94 0.94 0.94 0.82 0.82 0.82 0.82 0.82 0.88 0.88 0.88 0.88 0.88 0.94 1.00 1.35 2.20 1.93 1.93 2.70 3.00 1.84 1.75 1.75 1.59 1.35 1.35 1.43 Feet. 1.71 1.71 al.77 1.76 al.76 1.76 1.77 1.78 al.78 1.77 1.77 1.77 1.77 1.75 1.77 1.77 1.76 1.77 1.76 1.76 1.76 1.75 1.77 1.77 1.77 1.77 1.78 1.78 al.78 al.78 1.79 Sec.-fl. 1 43 2 1 43 3 1.93 4 1 84 5 1 84 6 1.84 7 1.93 8 2.00 9 2.00 10 1.93 11 1.93 12 1.9i 13 1.93 14 1.75 15 1.93 16 1.93 17 1 84 18 1 93 19 1.84 20 1 84 21 1 8i 22 1 75 23 1.93 24 1 93 25 1.93 26 1.93 27 2.00 28 2.00 29 2.00 30 2.00 31 2.10 a Gauge height interpolated. b Artificial control constructed. Monthly Discharge of Skull Creek at Doyle's Ranche, for 1913. (Drainage area, 30 square miles.) Month. Discharge in Second-Feet. Maximum. Minimum. Mean. ' Per square Mile. Run-Off. Depth in inches on Drainage Area. Total in Acre-feet. April May June July August. . . . September. October 87.0 6.1 6.9 2.7 3.2 3.0 2.1 3.80 2.10 1.60 0.74 0.50 0.82 1.43 30.39 3.51 2.45 1.40 1.19 1.31 1.88 1.010 0.113 0.082 0.047 0.040 0.043 0.063 The period. 1.13 0.13 0.09 0.05 0.05 0.05 0.07 1.57 1,808 216 146 86 73 78 116 2,523 SKULL CREEK NEAR SKULL CREEK. This station was established June 29, 1908. by F. T. Fletcher. It is located on the N.W. % Sec. 10, Tp. 11, Rge. 22, W. 3rd Mer., at the highway bridge on the surveyed trail running east from Maple Crock. It is about two miles north of Skull Creek P.O., and about twenty five miles oast of Maple Creek, by trail. The gauge, which is a plain staff graduated to feet and hundredths, is attached vertically to the centre pile on the upstream or south side of the bridge. The zero of the gauge (elev_ 336 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 S8.41) is referred to a permanent iron bench mark (assumed elev. 100.00), sunk in the left bank of the stream about forty feet southwest of the gauge. The channel is straight for 100 feet above and 150 feet below the station. Both banks are high and not liable to overflow. The banks are clear of brush for about fifty feet above and below the station, and then become densely wooded. The bed of the stream is composed of sand and may shift somewhat at high stages. The current is moderate. Discharge measurements are made from the upstream side of the bridge. _ The initial point for soundings is the inner face of the right abutment of the bridge. There is only one channel at low stages, but owdng to the centre row of piles supporting the bridge there are two channels at high stages of the stream. Low water measurements are made at or near the gauge by wading, and at very low stages a weir is used. During 1913 the gauge was read by J. Mann. Discharge Measurements of Skull Creek near Skull Creek, in 1913. Date. Hydrographer. Width. Area of Section. Mean Gauge Velocity. Height. Discharge. April 28 May 5 J. S. Wright and E. W. W. Hughes E. W. W. Hughes Feet. 10.6 10.5 Sq.-ft. 7.01 6.57 2.11 1.26 Ft. per sec. Feel. 0.744 1.15 0.895 1,47 Sec.-ft 5.20 5.90 do 6.0 5.0 0.667 0.579 0.57 0.37 1.41 July 8 do 0.73 Aug. 14 Nil. Nil. Sept 12 do ' Nil. Oct. 4 do 4.7 7.2 2.49 2.71 0.530 0.494 0.62 0.65 1.32 Oct 28 Hr> 1.34 Daily Gauge-height and Discharge of Skull Creek, near SkuU Creek, for 1913. April. May June. D.\Y. Gauge Height. Dis- charge. Gauge Dis- Height. charge. Gauge Height. Dis- charge. 1 Feet. 4.83 4.61 3.49 3.71 5.42 6.17 4.38 5.03 4.94 4.87 4.82 4.02 4.22 3.22 3.43 2.47 2.05 1.91 1.83 1.63a 1.43 1.34 1.26 1.21 1.14 1.12 1.13a 1.15 1.10 1.09 Sec.-ft. 54.0 51.0 36.0 39.0 63.0 73.0 47.0 57.0 56.0 55.0 54.0 43.0 46.0 32.0 35.0 21.0 15.5 13.5 12.4 9.6 6.9 5.8 5.0 4.6 4.0 3.9 4.0 4.1 3.7 3.7 Feel, i Sec.-ft. 1.09 1 3.70 1.19 ' 4.40 1.30 5.40 1.22a 4.60 1.16 4.20 1.08 3.50 1.05 3.40 1.02 3.10 1.00 3.10 Feet. 0.64o 0.62 0.60 0.58 Sec.-ft. 1.39 o 1.32 3 1.26 4 1.20 0.57 1.17 6 0.57 ! 1.17 0.59 0.59a 0.59 0.59 1.23 8 1.23 9 1.23 10 0.98 0.94a 0.91 2.90 2.70 2.60 1.23 11 0.58 1 1.20 12 0.61 0.64 0.65 0.63a 0.61 0.62 0.66 0.62 0.64 0.66 0.63a 0.59 0.56 0.66 0.70 0.67 0.65 0.64a 0.63 1.29 13 0.87 ' 2.40 0.88 2.40 1.39 U 1.42 15 0.88 0.87 0.87 0.84 0.81 2.40 2.40 2.40 2.40 2.00 1.36 16 1.29 17 1.32 18 1.46 19 1.32 20 0.85 j 2.20 0.84 ! 2.20 0.82 1 2.10 0.77 1 1.87 1.39 21 1.46 22 1.36 23 1.23 24 0.76a 0.74a 0.73 0.73 0.72 0.72 0.70 0.66 1.83 1.75 1.71 1.71 1.68 1.68 1.60 1.46 1.15 25 ; 1.46 26 1.60 27 1.49 28 1.42 29 1.39 30 1.36 31 a Gauge height interpolated. LAKE OF THE NARROWS DRAINAGE BASIN SESSIONAL PAPER No. 25c 33; Daily Gauge-height and Discharge of Skull Creek, near Skull Creek, for 1913. — Concluded. Day. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 July. Guage Height. Feet. aO.68 .74 .76 .78 .78 a .60 .47 .37 .37 .62 .62 .57 a. 66 .75 .63 .49 .47 .55 .46 a .40 .34 .29 .27 .25 .23 .21 a. 20 .18 .15 0.11 Dry. Dis- charge. Sec.-ft. 1.53 1.75 1.83 1.92 1.92 1.26 0.93 0.73 0.73 1.32 1.32 1.18 1.46 1.79 1.36 0.98 0.93 1.12 0.91 .78 .67 .59 .56 .53 .50 .47 .46 .44 .40 0.36 NU. August. Gauge Height. Feet. Dry do do do do do do do do do do do do do do do do 0.43 .43 .35 .29 .21 0.17 Dry. do do do do do do do Dis- charge. Sec.-ft. NU. do do do do do do do do do do do do do do do do 0.85 .85 .69 .59 .47 0.42 Nil. do do do do do do do September. Gauge Height. Dis- charge. Feet. Dry. do do do do Sec.-ft. Nil. do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do do bl.04 3.30 1.00 3.10 0.99 3.00 .99 3.00 .97 2.90 .95 2.80 0.93 2.70 1.00 3.10 October. Gauge Height. Feet. 0.99 0.98 1.01 0.62 a. 58 .53 .62 .63 .61 a. 62 .63 .64 .70 .70 .71 .71 .72 .67 .59 .59 .60 .60 .61 .62 .59 .58 .59 .61 .61 .61 0.61 Dis- charge. Sec.-ft. 3.00 2.90 3.10 1.32 1.20 1.07 1.32 1.36 1.29 1.32 1.36 1.39 1.60 1.60 1.64 1.64 1.68 1.49 1.23 1.23 1.26 1.26 1.29 1.32 1.23 1.20 1.23 1.29 1.29 1.29 1.29 a Gauge height interpolated. b Heavy rain. Monthly Discharge of Skull Creek near Skull Creek, for 1913. (Drainage area, 33 square miles.) Month. Discharge in Second- Fpet. Maximum. Minimum. Mean. Per square Mile. Run-Off. Depth in inches on Drainage Area. Total in Acre-feet. April May June July August. . . . September. October 73.00 5.40 1.60 1.92 0.85 3.30 3.00 The period . 3.70 1.46 1.15 0.00 0.00 0.00 1.07 28.600 2.600 1.330 0.991 0.125 0.800 1.510 0.867 0.080 0.040 0.030 0.004 0.024 0.046 0.967 0.092 0.045 0.034 0.005 0.027 0.053 1.223 1.702 162 79 61 8 48 93 2,153 338 STREAM MEASUREMENTS, 1913 CRANE LAKE DRAINAGE BASIN. 4 GEORGE v., A. 1914 ''General Description. Crane Lake is one of the largest of the lakes which receive their supply from the drainage of the northern slope of Cypress Hills. It is situated in Tp. 13, Rge. 23, W. 3rd Mer., and covers an area of 25 square miles. The lake has no outlet, is shallow, and the water is saUne in character. It is fed by Piapot Creek, which rises in the Cypress Hills, flows northeastward, and is joined by Bear Creek in Sec. 7, Tp. 12, Rge, 22, W. 3rd Mer., before it reaches the lake. The country to the north of the lake is roUing and of little use for agriculttire, being the eastern end of a range of sand hills which extend northwestward about 40 miles. South of the lake the countrj' is roUing prairie, which is bare of tree growth, except along the creeks where there is small growth of willow and shrub. As one gets closer to the hills the country becomes more broken and the tree growth increases, making the ravines and coulees at the head of the creeks natural reservoirs, which regulate the spring run-off considerably. There are a number of irrigation schemes in operation and a number proposed, in this basin, also one or two industrial schemes along the main line of the Canadian Pacific Railway. The mean annual precipitation of the northern part of the basin is about 12 inches, but in the hills this is exceeded. During the winter season, from November to April, the streams are frozen over. EAST BRANCH OF BEAR CREEK AT JOHNSON's RANCHE. This station was estabUshed August 18, 1909, by H. R. Carseallen. It is located on the S.E. % Sec. 21, Tp. 10, Rge. 23, W. 3rd Mer., about a mile and a half southeast of Skibe- reen P.O. The gauge, which is a plain staff graduated to feet and hundredths, is attached to a vertical post sunk in the bed of the stream at the right bank and securely stayed. The zero (elev. 92.26) is referred to a permanent iron bench mark (assumed elev. 100.00), situated on the right bank in the line of the gauging section and 53 feet from the gauge. The channel is straight for 50 feet above and 40 feet below the station. Both banks are high, and not liable to overflow except during extreme floods. The banks are free from brush at the station, but are wooded above and below. The bed of the stream is composed of coarse grave and stones. Large stones in the bed of the stream make accurate soundings at the station rather difficult to obtain. The current is moderate. Discharge measurements are made at or near the gauge by wading, or by means of a weir A measuring \dre is stretched across the stream at the section. The initial point for soundings is a square stake, d iven close to the ground on the left bank and marked "LP." During 1913 the gauge was read by ^Irs. F. Quarry. Discharge Measurements of East Branch Bear Creek at Johnson's Ranche, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Gauge Discharge. Mav 3 E. W. W. Hughes do Feel. 9.7 11.2 10.4 6.0 5.9 Sq.-fl. 8.0 5.7 5.8 1.8 2.6 Ft. per sec. 1.020 0.381 .277 .118 .523 Feel. 1.29 1.05 1.00 0.80 0.99 Sec.-fl. 8.20 June . 2 2.20 July 7. do 1.61 Aug. 7 do 0.21 Axis. 15 do 1.37 Sept. 9 do NU. Oct. 9 do ii.6 3.3 .642 1.10 2.10 Sept. 10 do NU. Oct. 29 . do 11.5 5.0 0.522 1.08 2.60 CRANE LAKE DRAINAGE BASIN 339 SESSIONAL PAPER No. 25c Daily Gauge-height and Discharge of East Branch Bear Creek, at Johnson's Ranche, for 1913. May. June. July. August. September. October. Dp . Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge, 1 Feet. Sec.-ft. Feet. 1.05 1.05 1.04 1.05 1.04 1.04 1.02 1.00 0.98 0.94 0.90 0.95 0.93 0.92 0.90 0.85 0.95 1.00 0.96 1.18 1.10 1.05 1.04 1.15 1.12 1.12 1.10 1.05 1.02 1.00 Sec.-ft. 2.20 2.20 2.00 2.20 2.00 2.00 1.79 1.55 1.37 1.02 0.72 1.10 0.95 0.87 0.72 0.44 1.10 1.55 1.19 4.70 3.00 2.20 2.00 4.00 3.40 3.40 3.00 2.20 1.79 1.55 Feet. 1.02 1.00 0.95 1.12 1.05 1.00 0.98 0.96 0.92 0.92 1.05 1.02 1.08 1.12 1.05 0.95 0.85 0.80 0.78 60.60 60.60 60.60 60.60 60.60 60.60 60.60 60.60 60.60 60.60 60.60 60.60 Sec.-ft. 1.79 1.55 1.10 3.40 2.20 1.55 1.37 1.19 0.87 0.87 2.20 1.79 2.60 3.40 2.20 1.10 0.44 0.22 0.17 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 0.01 Feet. 60.60 60.60 60.60 60.60 60.60 60.60 0.80 0.81 0.78 0.75 0.73 0.70 0.66 0.93 0.90 0.86 0.84 1.06 1.03 1.01 0.95 0.91 0.85 0.80 0.74 0.70 0.68 0.63 0.65 0.60 0.68 Sec.-ft. 0.01 0.01 0.01 0.01 0.01 0.01 0.22 0.26 0.17 0.10 0.07 0.03 0.02 0.95 0.72 0.50 0.40 2.30 1.91 1.67 1.10 0.80 0.44 0.22 0.09 0.03 0.03 0.02 0.02 0.01 0.03 Feet. 0.65 0.70 0.75 0.60 0.55 0.52 0.48 0.48 0.65 0.70 0.68 0.70 0.63 0.70 0.68 0.90 0.90 0.92 0.90 0.94 0.96 1.10 1.10 1.08 1.04 1.02 0.98 0.96 0.98 1.00 Sec.-ft. 0.02 0.03 0.10 0.01 Nil 0.02 0.03 0.03 0.03 0.02 0.03 0.02 0.72 0.72 0.87 0.72 1.02 1.19 3.00 3.00 2.60 2.0O 1.79 1.37 1.19 1.37 1.55 Feet. 1.00 0.98 0.98 1.00 1.05 1.08 1.10 1.10 1.08 1.08 1.05 1.05 1.08 1.08 1.07 1.07 1.06 1.06 1.06 1.05 1.06 1.06 1.06 1.07 1.07 1.06 1.06 1.05 1.06 1.07 1.08 Sec.-ft. 1.55 2 1.37 3 1.29 1.25 1.35 1.32 1.30 1.33 1.30 1.24 1.33 1.30 1.33 1.24 1.20 1.23 1.30 1.17 1.20 1.18 1.16 1.15 1.14 1.15 1.14 1.16 1.16 1.12 1.10 1.08 1.06 8.2 6.8 10.8 9.5 8.6 9.9 8.6 6.5 9.9 8.6 9.9 6.5 5.2 6.2 8.6 4.5 5.2 4.7 4.2 4.0 3.8 4.0 3.8 4.2 4.2 3.4 3.0 2.6 2.3 1.37 4 1.55 5 2.20 6 7 2.60 3.00 8 3.00 9 10 2.60 2.60 11 2.20 12 2.20 13 14 2.60 2.60 15 2.50 16 2.50 17 2.30 18 2.30 19 2.30 20 2.20 21 2.30 22 2.30 23 2.30 24 2.50 25 2.50 26 2.30 27 2.30 28 2.20 29 2.30 30 2.50 31 . 2.60 a No observations made prior to May 3. * 6 Gauge height interpolated. Monthly Discharge of East Branch Bear Creek at Johnson's Ranche, for 1913. (Drainage area, 22 square mUes.) Discharge in Second-Feet Run -Off. Month. Maximum. Minimum. Mean. Per square MUe. Depth in inches on Drainage. Acre. Total in Acre-feet. May (3-31) 10.8 4.7 3.4 2.3 3.0 3.0 2.30 0.44 0.01 0.01 0.00 1.37 6.130 1.940 0.972 0.392 0.523 2.310 0.279 0.088 0.044 0.018 0.024 0.105 0.30 0.10 0.05 0.02 0.03 0.12 353 June 115 July 60 August 24 31 142 The period ; 0.62 725 WEST BRANCH OF BEAR CREEK AT BERTRAM S RANCHE. This station was estabUshed September 16. 1909, by H. R. Carscallen. It is located on the S.W. 14 See. 32, Tp. 10, Rge. 23, W. 3rd Mer. It is about three hundred j^ards above the junction of this branch -with the east branch of Bear Creek. The gauge, which is a plain staff graduated to feet and hundredths, is attached vertically to a post sunk n the bed of the stream at the left bank and firmly stayed to the bank. The zero of the gauge (elev 92.2.5) is referred to a permanent iron bench mark (assumed elev. 100.00), situated on the right bank about 35 feet from the gauge. 340 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. I9I4 The channel is straight for 25 feet above and 15 feet below the station. Both banks are comparatively high and will overflow only in extreme flood. The banks are free from brush at the station, but are heavily wooded immediately above and twenty feet below. The bed of the creek is composed of sand and coarse gravel. The current is moderate at the station, and becomes very swift twenty feet downstream. During ordinary stages discharge measurements are made at, or a short distance below, the gauge by wading. High-water measurements are made at the government bridge, situated about three-quarters of a mile upstream. The initial point for soundings at the station is a square stake driven close to the ground on the left bank and marked "I. P." During 1913, the gauge was read by Charles Bertram. Discharge Measurements of West Branch of Bear Creek at Bertram's Ranehe, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. May 3 June 2 June 18 July 7 .A.ug. 14 Sept. 9 Oct. 9 Oct. 31 E. W. \V. Hughes do Feet. 15.6 9.5 21.5 8.7 4.0 Sq.-ft. 10.3 4.8 5.7 4.1 1.0 Ft. per sec. 2.330 0.933 0.482 0.663 0.287 Feet. 1.54 1.21 1.21 1.21 1.01 0.45 1.25 1.22 Sec.-ft. 24.00 4.50 do 2.70 do 2.70 do 0.29 do NU. do 10.0 11.5 3.9 3.9 1.070 0.849 4.20 do 3.30 Daily Gauge-height and Discharge of West Branch of Bear Creek, at Bartram's Ranehe, for 1913. April. May. June. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 2.56 2.66 2.76 2.96 3.06 4.06 3.06 2.66 2.36 2.36 2.56 2.66 3.06 2.06 1.96 1.66 1.56 1.56 1.58 1.54 1.54 1.52 1.52 1.50 1.50 1.50 1.50 1.50 1.46 1.46 Sec.-ft. 118.0 127.0 136.0 155.0 164.0 256.0 164.0 127.0 100.0 100.0 118.0 127.0 164.0 72.0 63.0 35.0 26.0 26.0 28.0 24.0 24.0 22.0 22.0 21.0 21.0 21.0 21.0 21.0 17.2 17.2 Feet. 1.54 1.56 1.56 1.54 1.52 1.51 1.46 1.46 1.46 1.46 1.46 1.44 1.44 1.44 1.44 1.44 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.36 1.32 1.32 1.32 1.32 1.32 1.32 Sec.-ft. 24.0 26.0 26.0 24.0 22.0 21.0 17.2 17.2 17.2 17.2 17.2 15.6 15.6 15.6 15.6 15.6 9.7 9.7 9.7 9.7 9.7 9.7 9.7 9.7 9.7 7.3 7.3 7.3 7.3 7.3 7.3 Feet. 1.26 1.21 1.16 1.16 1.11 1.11 1.10 1.07 1.07 1.07 0.98 0.98 1.08 0.98 0.98 0.90 1.00 1.10 1.20 1.40 1.40 1.35 1.35 1.35 1.45 1.40 1.40 1.35 1.35 1.30 Sec.-ft. 4.40 2 2.90 3 1.80 4 1.80 1.04 6 1.04 7 0.90 8 0.63 9 0.68 10 0.63 11 0.21 12 0.21 13 0.72 14 0.21 15 ... 0.21 16 0.10 17 0.25 18 0.90 19 2.60 20 12.40 21 12.40 22 . . 9.00 23 9.00 24 9.00 25 16.40 26 12.40 27 12.40 28 9.00 29 9.00 30 6.20 31 CRANE LAKE DRAINAGE BASIN 341 SESSIONAL PAPER No. 25c Daily Gauge-height and Discharge of West Branch of Bear Creek, at Bertram's Ranche, for 1913. — Concluded. Ju ... August. September. October. D.\Y. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 1.20 1.30 1.35 1.40 1.50 1.35 1.20 1.10 1.00 .90 1.30 1.10 1.00 1.40 1.30 1.00 1.00 0.60 1.00 0.60 .60 .60 .60 .60 .60 .60 .60 .60 .60 .55 0.55 Sec.-ft. 2.60 6.20 9.00 12.40 21.00 9.00 2.60 0.90 0.25 0.10 6.20 0.90 0.25 12.40 6.20 0.25 0.25 Nil. 0.25 NU. do do do do do do do do do do do Feel. 0.50 .50 .50 .50 .50 .50 .50 0.50 1.00 1.00 1.10 1.10 0.90 .90 .90 .90 .90 .90 .70 .70 .70 .70 .60 .60 .60 .60 .60 .60 .60 .55 0.55 Sec.-ft. Nil. do do do do do do do 0.25 .25 .90 .90 .10 .10 .10 .10 .10 .10 .01 .01 .01 .01 Nil. do do do do do do do do Feet. 0.55 0.55 0.55 0.55 0.50 0.50 0.50 0.50 0.45 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1.10 1.40 1.30 1.30 1.20 1.20 1.20 1.20 1.15 Sec.-fl. Nil. do do do do do do do do do do do do do do do do do do do do 0.90 12.40 6.20 6.20 2.60 2.60 2.60 2.60 1.60 Feet. 1.15 1.15 1.15 1.15 1.20 1.35 1.30 1.24 1.20 1.20 1.20 1.20 1.20 1.35 1.35 al.35 1.35 1.35 1.20 1.35 1.35 1.35 1.28 1.28 1.28 1.28 1.30 1.30 1.30 1.30 1.30 Sec.-fl. 1.60 2 1.60 3 1.60 4 1.60 5 2.60 6 9.00 7 6.20 8 3.70 9 2.60 10 2.60 11 2.60 12 2.60 13 2.60 14 9.00 15 9.00 16 9.00 17 9.00 18 9.00 19 2.60 20 9.00 21 ' 9.00 22 9.00 23 5.30 5.30 5.30 26 - ... 5.30 27 6.20 6.20 29 6.20 30 6.20 31 6.20 a Gauge height interpolated. Monthly Discharge of Wfest Branch of Bear Creek at Bertram's Ranche, for 1913. (Drainage area, 45 square miles.) Month. Discharge in Second-Feet. Maximum. Minimum. Mean. Per square Mile. Run-Off. Depth in inches on Drainage Area. Total in Acre-feet April May June July August. . . . September. October. . . . The period. 256 . 00 26.00 16.40 21.00 0.90 12.40 9.00 17.20 7.30 0.10 0.00 0.00 0.00 1.60 77.90 14.10 4.60 2.90 0.10 1.26 5.49 1.730 0.313 1.020 0.065 0.002 0.028 0.122 1.930 0.360 1.140 0.080 0.002 0.030 0.140 3.682 4,635 867 274 180 58 75 338 6,427 BEAR CREEK NEAR UNSWORTH S RANCHE This station was established June 22, 1908, by F. T. Fletcher. It is located on the S.E. % Sec. 18, Tp. 11, Rge. 23, W. 3rd Mer., at the highway bridge on the surveyed trail running east from IVIaple Creek. It is about one half mile south of S. Unsworth's ranche, and fifteen miles east of Maple Creek. The gauge, which is a plain staff graduated to feet and hundredths, is attached vertically to the centre pile of the downstream side of the bridge. It is referred to a circle of nail-heads 342 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 in the top of the stringer at the left abutment on the downstream side of the bridge; elevation, 14.05 feet above the zero of the gauge. The channel is straight for 100 feet above and below the station. Both banks are high and not liable to overflow. The station is kept clear of underbrush, but both banks are covered with small trees above and below the bridge. The bed of the stream is sandy and is liable to change at h'gh stages of the creek. The current is moderate, becoming sluggish at very low stages. Discharge measurements are made from the downstream side of the bridge. The initial point for soundings is the inner face of the left abutment of the bridge. Low water measure- ments are made at a wading section about one half mile downstream from the gauge, or about 200 feet above. There is only one channel at low stages, but at high stages the centre row of piles supporting the bridge divides the stream into two channels. Gauge height records are sometimes affected by beaver dams. During 1913, the gauge was read by S. Unsworth. Discharge Measurements of Bear Creek near Unsworth's Ranche, in 1913. Date. Hydrographer Width. Area of Section. Mean Velocity. Gauge Height. Discharge. May 3 E. W. W. Hughes Feel. 11.5 9.3 9.0 5.3 Sq.-fl. 27.8 13.1 9.7 3.8 Ft. per sec. 0.777 0.460 0.357 0.291 Feet. 2.53 1.12 1.00 1.23 0.90 1.65 1.76 Sec.-ft. 21.60 June 3 do 6.00 July 7 do 3.50 Aug. 14 do 1.10 Sept. 9 do Nil. Oct. 8 do 16.7 9.5 6.8 3.7 0.474 1.320 3.20 Oct. 31 do 4.80 Daily Gauge-height and Discharge of Bear Creek, near Unsworth's Ranche, for 1913. Day. April. Gauge Height. May. Dis- Gauge charge. Height. Dis- charge. June. Gauge Height. Dis- charge. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. Feet. 8.91 8.41 7.83 7.13 6.83 6 10.58 7 11.25 9.58 8.65 8.58 9.38 10.28 8.73 6.33 5.08 4.18 3.83 3.53 3.18 3.03 2.98 2.83 2.53 2.38 2.23 2.18 2.23 2.33 2.38 2.43 Sec.-ft. 234.0 217.0 197.0 173.0 163.0 291.0 314.0 257.0 225.0 223.0 250.0 280.0 228.0 146.0 104.0 73.0 61.0 51.0 39.0 34.0 33.0 28.0 22.0 18.8 16.3 15.5 16.3 17.9 18.8 19.7 Feet. 2.48 2.53 2.48 2.43 2.33 2.23 2.18 2.18 2.18 2.18 2.16 2.16 2.18 2.18 2.18 2.18 2.13 2.03 1.93 1.88 1.83 1.78 1.73 1.73 1.63 1.58 1.53 1.51 1.48 1.48 1.43 Sec.-ft. 21.0 22.0 21.0 19.7 17.9 16.3 15.5 15.5 15.5 15.5 15.2 15.2 15.5 15.5 15.5 15.5 14.8 13.6 12.4 11.8 11.2 10.6 10.1 10.1 9.1 8.6 8.2 8.1 7.8 7.8 7.4 Feet. 1.33 1.18 1.12 1.08 1.03 0.98 0.98 0.98 0.93 0.83 0.73 0.68 0.77 0.83 0.78 Sec.-ft. 6.6 5.7 5.3 5.1 4.8 4.5 4.5 4.5 4.2 3.6 3.0 2.7 3.2 3.6 3.3 0.78 3.3 0.78 3.3 0.93 4.2 0.98 4.5 1.43 5.4 1.43 7.4 1.48 7.8 1.43 7.4 1.43 7.4 1.53 8.2 1.63 9.1 1.58 8.6 1.43 7.4 1.38 7.0 1.33 6.6 CRANE LAKE DRAINAGE BASIN 343 SESSIONAL PAPER No. 25c Daily Gauge-height and Discharge of Bear Creek, near Unsworth's Ranehe, for 1913. — Concluded. Day. July. August. Gauge Dis- Height. ! charge. 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21 22 23 24 25 26 27 28 29 30 31 Feel. ] Sec.-ft. 1.28 1.23 1.18 1.18 1.63 1.23 1.03 0.93 0.78 0.73 2.03 1.73 1.63 1.63 1.53 1.33 1.03 0.93 0.83 0.78 0.73 0.68 0.63 0.63 0.63 0.63 0.63 0.63 0.78 0.88 1.03 6.30 6.00 5.70 5.70 9.10 6.00 4.80 4.10 3.30 2.60 12.40 9.20 8.00 7.80 6.80 5.40 3.50 2.80 2.20 1.73 1.35 0.97 0.63 .58 .55 .65 .59 .54 0.93 1.20 1.75 Gauge Dis- Height. charge. Feet. 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.03 1.13 1.23 1.30 1.30 1.30 1.35 1.35 1.30 1.25 1.22 1.20 1.15 1.10 1.05 1.00 0.90 0.85 0.85 0.85 Sec.-ft. 1.63 1.54 1.45 1.36 1.27 1.16 1.08 1.00 0.92 0.82 0.75 0.66 0.85 1.12 1.40 1.40 1.40 1.60 1.60 1.40 1.20 1.08 1.00 0.85 0.70 0.55 0.40 0.20 0.10 0.10 0.10 September. Gauge Height. Feet. 0.85 0.85 0.85 0.88 0.90 0.90 0.90 0.90 0.90 0.90 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.95 1.15 1.20 1.23 1.25 1.25 1.25 1.30 1.30 1.35 Dis- charge. Sec.-ft. 0.10 .10 .10 .16 .20 .20 .20 .20 .20 .20 .26 .26 .26 .26 .26 .26 .26 .26 .26 .26 .30 0.85 1.00 1.12 1.20 1.20 1.20 1.40 1.40 1.60 October. Gauge Height. Feet. 1.40 1.45 1.55 1.60 1.65 1.65 1.70 1.70 1.70 1.68 1.68 1.68 1.65 1.65 1.65 1.63 1.60 1.60 1.60 1.63 1.15 1.68 1.70 1.70 1.75 1.75 1.75 1.70 1.65 1,75 1.75 Dis- charge. Sec.-ft. 1.85 2.10 2.80 3.10 3.50 3.50 3.90 3.90 3.90 3.70 3.70 3.70 3.50 3.50 3.50 3.30 3.10 3.10 3.10 3.30 3.50 3.70 3.90 3.90 4.40 4.40 4.40 3.90 3.50 4.40 4.40 a Shifting conditions from July 8th to August 13th. Monthly Discharge of Bear Creek near Unswox'th's Ranehe, for 1913. (Drainage area, 100 square miles.) Discharge in Second-Feet Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. 314.00 22.00 9.10 12.40 1.63 1.60 4.40 15.50 7.40 2.70 0.54 0.10 0.10 1.85 126.00 13.70 5.40 4.00 0.99 0.52 3.40 1.260 0.137 0.054 0.040 0.010 0.005 0.034 1.400 2.468 0.158 842 0.062 322 July 0.046 244 0.011 61 0.006 30 October 0.039 210 1.722 4,1'^7 PIAPOT CREEK AT CUMBERLAND S RANCHE. This station was established June 17, 1908, by F. T. Fletcher. It was originally located on See. 17, Tp. 11, Rge. 24, W. 3rd Mer., at the highway bridge on the surveyed trail running east of Maple Creek and about nine miles from Maple Creek. On account of the difficulty of obtaining an observ'er, it was moved on May 13, 1909, by H. R. Carscallen to a wading section near A. Cumberland's house. It is now located in the N.E. X Sec. 18, Tp. 11, Rge. 24 W. 3rd Mer., about one mile north of the bridge. 344 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 The gauge, whicli is a plain staff graduated to feet and hundredths, is attached vertically- to a post sunk in the bed of the stream at the left bank and securely stayed to the bank. The zero (elev. 88.75) is referred to a permanent iron bench mark (assumed elev. 100.00), located on the right bank 47 feet N. 40" E. from the gauge, and sunk within five inches of the ground. The channel is straight for 50 feet above and 100 feet below the station. The right bank is high and not liable to overflow; the left is comparatively low and will overflow at flood stages of the stream. The bed of the stream is composed of sand and may_ shift during high stages. The current is sluggish. During the summer months vegetation in the stream bed gives considerable trouble. During ordinary stages, discharge measurements are made from the downstream side of the bridge at the old station. During 1913 the gauge was read by A. Cumberland. Discharge Measurements of Piapot Creek at Cumberland's Ranche, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. May 2 2 7 . . E. W. W. Hughes do Feet. 11.0 10.5 Sq.-ft. 10.30 2.90 Ft. per sec. 1.140 0.438 Feet. 1.79 1.05 1.07 1.05 0.99 1.12 1.37 Sec.-ft. 11.80 1.27 July do aO.34 Aug. 8 do 9.3 9.1 10.0 10.6 1.11 0.34 2.74 5.73 6.515 0.490 0.362 0.614 0.57 Sept. 9 8 do 0.17 Oct. do 0.99 Oct. 31 do 3.50 / a Weir measurement. Daily Gauge-height and Discharge of Piapot Creek, at Cumberland's Ranche, for 1913. April. May. June. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge 1 Dis- Height. j charge. 1 Feet. 6.70 6.52 6.40 6.37 6.04 6.24 6.00 5.75 5.33 5.25 4.55 2.91 2.51 2.78 2.15 2.05 2.00 1.90 1.75 1.74 1.72 1.67 1.63 1.57 1.55 1.51 1.47 1.57 1.65 1.73 Sec.-ft. 139.0 135.0 132.0 131.0 122.0 127.0 121.0 115.0 104.0 102.0 84.0 41.0 30.0 37.0 21.0 18.5 17.2 14.6 10.8 10.5 10.1 8.9 8.1 6.8 6.4 5.6 4.9 6.8 8.5 10.3 Feet. 1.71 1.79 1.82 1.81 1.77 1.70 1.55 1.40 1.35 1.37 1.32a 1.28 2.04 1.37 1.46 1.35 1.40 1.40 1.37 1.30 1.26 Sec.-ft. 9.8 11.8 12.8 12.8 12.1 10.6 7.4 4.8 4.1 4.5 3.9 3.6 21.0 5.2 7.0 5.0 6.0 6.3 5.8 4.8 4 2 Feet. Sec.-ft. 1.13 1 2.10 2 1 . 03 ■ 1.10 3 1 . 00 ! 0 . 86 4 1.17 ' 2.30 5 1.12 i 1.79 6 1.07 ' 1.30 7 1.14 1.90 8 1.09 ' 1.41 9 1 . 08 i 1 . 29 10 1 . 07 1-19 11 1.07 1.03 1.06 1.04 1.02 1.00 1.07 1.08 1.04 1.24 1.13a 1.05 0.99 1.01 1.26 1.74 1.48 1.38 1.26 1.27 1.15 12 0.80 13 1.00 14 0.82 15 0.66 16 0.51 17 0.95 18 1.00 19 0.69 20 2.40 21 1.30 22 1.32 5.1 1.30 4.8 1.30 4.8 1.30 4.8 1 . 18 .'? 1 0.67 23 0.28 24 0.37 25 2.40 26 10.60 27 1.16 1.18 1.17 1.16 1.04 2.9 3.0 2.9 2.7 1.4 4.90 28 3.60 29 2.20 30 2.30 31 ' a Gauge height interpolated. CRANE LAKE DRAINAGE BASIN 345 SESSIONAL PAPER No. 25c Daily Gauge-height and Discharge of Piapot Creek, at Cumberlandfe Ranche, for 1913. — Concluded. Ju ly. August. September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 2 3 4 5 6 7 Feet. 1.22 1.28 1.31 al.33 1.35 1.22 1.25 0.94 1.02 0.92 0.93 0.90 0.94 1.00 0.92 0.90 1.01 1.04 1.09 1.10 1.07 1.06 1.07 1.03 1.00 1.02 1.03 1.02 1.01 1.02 1.04 Sec.-ft. 1.71 2.30 2.50 2.80 2.90 1.49 1.73 0.30 .04 .04 .04 .04 .04 .06 .03 .02 .13 .29 .59 .67 .49 .46 .52 .30 .16 .26 .32 .28 .23 .30 0.41 Feet. 1.05 1.04 1.01 a 1.02 1.04 1.06 1.05 1.04 1.02 1.08 1.05 1.02 1.00 1.09 1.15 1.07 1.05 1.08 1.09 1.03 1.02 1.03 1.01 1.00 0.98 0.99 0.97 0.99 0.99 1.00 1.04 Sec.-ft. 0.49 .43 .28 .35 .47 .60 .55 .44 .33 .70 .50 .32 .22 0.77 1.22 0.64 .50 .70 .77 .39 .32 .39 .28 .22 .13 .18 .09 .18 .18 .22 0.44 Feet. 1.01 1.00 0.99 0.97 0.96 0.95 0.96 0.96 0.99 0.94 0.99 0.99 0.95 0.89 0.95 1.00 1.00 1.00 1.11 1.07 a 1.10 1.12 1.32 1.13 1.10 1.09 1.07 1.06 1.03 1.05 Sec.-ft. 0.28 .22 .18 .09 0.04 Nil. 0.04 0.04 0.18 Nil. 0.18 0.18 Nil. do do 0.22 .22 .22 .91 .64 .84 0.99 2.90 1.07 0.84 .77 .64 .57 .39 0.50 Feet. al.05 1.04 1.04 1.05 1.05 1.12 1.14 1.13 1.10 1.09 1.08 1.07 1.07 1.05 1.08 1.07 1.07 1.07 1.11 1.08 1.07 1.07 1.07 1.07 1.06 1.07 1.10 1.10 1.10 1.09 1.13 Sec.-ft. 0.50 .44 .44 .50 .50 0.99 1.14 8 1.07 9 10 0.84 .77 11 .70 12 13 14 15 .64 .64 .50 .70 16 .64 17 .64 18 .64 19 .91 20 .70 21 .64 22 .64 23 .64 24 .64 25 .57 26 .64 27 .84 28 .84 29 .84 30 .77 31 1.07 a Gauge height interpolated. Monthly Discharge of Piapot Creek at Cumberland's Ranche, for 1913. (Drainage area, 50 square miles.) Discharge in Second-Feet • Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. April 139.00 21.00 10.60 2.90 1.22 2.90 1.14 4.90 1.40 0.28 0.02 0.09 0.00 0.44 53 . 000 6.420 1.790 0.692 0.429 0.438 0.711 1.060 0.128 0.036 0.014 0.008 0.009 0.014 1.180 0.148 0.040 0.016 0.009 0.010 0.016 3.152 May 395 Tune .... 106 July 42 -August ^. . September 26 26 October 44 The period 1.419 3,791 346 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Miscellaneous Discharge Measurements made in Crane Lake drainage basin, in 1913 Date. Hydrographer. Stream. Location. Width. Area of of Section. Mean Velocity. ■ Discharge. June 19 June 18 P. V. Binns do East Branch of of Bear Creek . . . West Branch of Bear Creek N.E. 29-10-23-3.. N.W. 29-10-23-3. Feel. 8.0 11.4 Sq. feel. 3.15 5.95 Feet per Sec. 0.46 0.41 Sec.-ft. 1.45 2.46 HAY LAKE DRAINAGE BASIN. General Description. Hay Lake is in Township 11, Range 25 West of the Third Meridian, and is fed by Hay Creek which rises in the Cypress Hills. It is a comparatively small body of saline water of an approximate area of three square miles. Like all lakes in this locality it has no outlet. The basin supplies water for a number of irrigation schemes, and also to the town of Maple Creek for domestic and industrial purposes, the water being piped some nine miles, by means of a gravity system. The annual precipitation averages about twelve inches; during 1913 it was slightly less than this amount. hay creek at hay creek school. This station was established on July 4, 1910, by R. G. Swan. It is located on the S.W. '4 Sec. 29, Tp. 10, Rge. 25, W. 3rd Mer., and is above Mr. Fauquier's ditch and below the overflow of the Maple Creek waterworks reservoir. The gauge, which is a plain staff graduated to feet and hundredths, is fixed to a post at the right bank of the stream. The zero of the gauge (elev. 94.79) is referred to a permanent iron bench mark (assumed elev. 100.00) sunk in the right bank about 125 feet east of the gauge. The channel of the creek is slightly curved for about eight feet above and 50 feet below the gauge. The bed of the stream is sandy and covered with vegetation, which affects the point of control. The current is sluggish, and during high stages both banks, being low, are liable to overflow. Discharge measurements are made with a meter at high stages and with a weir at ordi- nary and low stages. During 1913 the gauge was read by Miss F. Burnham until June 30th; it was read for the remainder of the season by Miss K. Jones. Discharge Measurements of Hay Creek at Hay Creek School, in 1913. Date. Hydrographer. Width. Area of Section. 1 Mean 1 Velocity. Gauge Height. Discharge. April 12 J. S. Wright Feet. 8.5 Sq.-ft. 9.34 j Ft. per sec. 1.32 Feet. 1.96 1.27 1.35 1.20 0.79 0.61 Sec.-ft. 12.40 May 27 E. W.W.Hughes a0.15 July 3 do a0.30 July 23 do a 0.65 Oct. 3 do Nil. b Oct. 23 do Nil. b a Weir measurement. b Water standing in pools. HAY LAKE DRAINAGE BASIN 347 SESSIONAL PAPER No. 25c Daily Gauge-height and Discharge of Hay Creek, at Hay Creek School, for 1913. April. May. June. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Dis- Height. charge. 1 Feet. 2.98 2.34 2.08 2.08 2.21 2.14 2.14 2.00 1.70 1.66 1.86 1.86 1.86 1.79 1.70 Sec.-ft. 43.0 24.0 16.0 16.0 20.0 17.9 17.9 13.6 4.6 3.8 9.4 9.4 9.4 7,3 4.6 Feel. 1.47 1.51 1.43a 1.35 1.35 1.35 1.36 1.38 1.39 1.38a 1.36a 1.35 1.35a 1.36 1.37 1.37 1.35a 1.33a 1.32 1.30 1.28 1.27 1.26 1.26a 1.25a .Sec.-ft. 1.04 1.42 0.70 0.30 0.30 0.30 0.33 0.39 0.42 0.39 0.33 0.30 0.30 0.33 0.36 0.36 0.30 0.24 0.21 0.15 0.13 ».12 0.11 0.11 0.10 Feet. , Sec.-ft. 1.25o ' 0.10 2 1.25 1 0.10 3 .• 1.25a ; 0.10 4 1.26 1.26 1.25 1.23a 1.22a 1.20 1.20 1.20 1.21 1.21 1.22a 1.23a 1.24 1.27 1.27 1.28 1.28a 1.28a 1.28a 1.28 1.30 1.31 1.40 1.32 1.22a 1.14a 1.07 0.11 5 0.11 6 0.10 7 0.08 8 0.07 9 0.05 10 0.05 11 0.05 12 0.06 13 0.06 14 0.07 15 0.08 16 1 . 64 3.4 1.60 2.6 1.45 0.88 1.46 0.96 1.44 0.79 1.44 0.79 1.42 0.62 1.38 : 0.39 1.35 i 0.30 1.29 ! 0.14 1.36 i 0.33 1.26 0.11 1.25 0.10 1.30 0.15 1.47 1.04 0.09 17 0.12 18 0.12 19 0.13 20 0.13 21 ' . 0.13 22 0.13 0.13 24 0.15 25 0.18 1.25 1 0.10 1.25 1 0.10 1.25 0.10 1.25 0.10 1.26 0.11 1.26a 0.11 0.45 27 0.21 28 0.07 29 0.03 30 0.01 31 a Gauge height interpolated. No. 25c-— 23 348 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge-height and Discharge of Hay Creek, at Hay Creek School, for 1913.- Concluded. a Water in pools to October 31st. INIoxTHLY Discharge of Hay Ci-eek at Hay Creek School, for 1913. (Drainage area, 30 square miles.) Discharge in Second-Feet. Run-Off. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. April. .. May. . . June. . . July. . . . August. The period . 43.00 1.42 0.45 0.07 0.02 0.10 0.10 0.01 0.04 0.00 7.650 0.312- 0.079 0.043 0.006 0.2550 0.0100 0 . 0030 0,0010 0.0002 0.284 0.012 0.003 0.001 0.000 0.300 455 19 482 HAY LAKE DRAIXAGE BASIX 349 SESSIONAL PAPER No. 25c HAY CREEK AT FAUQCIER's RANCHE. This station was established on April 22, 1909, by F. T. Fletcher. It is located ou the X.E. '-4 Sec. 30, Tp .10, Rge. 25, W. 3rd ^ler., about seven miles southeast of ]Maple Creek. It is situated below the intake of H. Fauquier's irrigation ditch, and also below the intake of the Maple Creek waterworks. Hence, records of flow obtained at this station do not represent the total discharge of the stream. The flow of springs below the Maple Creek waterworks intake, together with drainage, and the overflow from the Maple Creek waterworks give a continuous flow in the creek above the station. This flow, which is very largely the overflow from the ^laple Creek waterworks, varies greatly, depending upon the consumption of water by the town of Maple Creek and by the Canadian Pacific Railway. The disappearance of water before reaching this station is explained in part, by the fact that Mr. F'auquier diverts water into his irrigation ditch. The remainder of the water must seep through the gravel of the creek bed before it reaches this station. The fact springs bi-eak out a short distance below the gauge and give a continuous flow (so far as is known) seems to bear out the seepage theory. The gauge, which is a plain staff graduated to feet and hundredths, is fixed to a post at the left bank. The zero of the gauge (elev. 91.39) is referred to a permanent iron bench mark (assumed elev. 100.00) sunk in the left bank about 30 feet southwest of the gauge. The channel is straight for 100 feet above and 200 feet below the station. Both banks are high and not liable to overflow. The bed of the stream is composed of sand and coarse gravel and is liable to shift at high stages. The current is sluggish during low water but is very swift at high stages. Discharge measurements are made near the gauge by wading and at very low stages a weir is used. The initial point for soundings is a square stake driven close to the ground on the left bank, marked "I. P." During 1913, the gauge was read bj' Miss ]M. Fauquier. Xo water was diverted by Mr. Fauquier's ditch during the season of 1913. Discharge Measurements of Hay Creek at Fauquier's Ranche, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 12 ...'< J. S. Wright Feel. 11.0 Sq.-ft. 12.02 Ft. per sec. 0.998 Feet. 1.44 \ Sec.-ft. 12.0 Mav 29 . . . i E. VV. VV. Hughes Nil. July 23 ... do [ Nil. Oct. 3 Nil. Oct. 23 . . 1 do Nil. N'o. 2oc.— 23^ 350 STREAM MEASUREMTNTS, 1913 4 GEORGE v., A. 1914 Daily Gauge-height and Discharge of Hay Creek, at Fauquier's Ranche, for 1913. April. May. June. July. D.\Y. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge j Dis- Height. charge. 1 Feel. 2.09 1.84 1.71 1.80 1.80 1.94 1.83 1.71 1.41 1.65 1.72 1.33 1.35 1.37 1.40 1.10 1.05 0.89 0.86 0.84 0.80 0.69 0.70 0.65 0.60 0.56 Sec.-fi. 22.00 18.30 16.30 17.7) 17.70 19.90 18.20 16.30 11.50 15.30 16.40 10.20 10.50 10.80 11.30 6.50 5.80 3.40 2.90 2.70 2.10 0.80 0.90 0.40 0.10 0.06 Feel. 0.71 Sec.-jl. 1.01 Feel. Dry Sec.-fl. Nil. Feel. Dry. 0.50 0.49 0.50 Sec.-fl. Nil. 2 0.81 2.20 0.90 1 3.50 0.80 2.10 0.74 1.34 0.70 1 0.90 0.71 1.01 0.72 1.12 0.75 1.45 0 . 69 0 . 80 " 3 0.60 . 0.10 Dry. 1 Nil. 4 5 Dry. 6 a 7 8 9 10 " 11 0.67 0.65 0.64 0.70 0.75 0.75 0.68 0.64 0.60 0.59 0.51 0.40 0.40 Dry. 0.60 0.40 0.34 0.90 1.45 1.45 0.70 0.34 0.10 0.09 0.01 Nil. .. 12 13 " 14 15 16 17 18 19 20 21 22 " 23 " 24 25 26 27 0.55 0.05 " 28 0.60 0.10 0.71 1.01 0 . 72 1.12 " 29 " 30 ;; " 31 " 1 a Creek was dry for balance of the year. Monthly Discharge of Hay Creek at Fauquier's Ranche, for 1913. (Drainage area, 32 square miles.) Discharge in Second-Feet Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. April 22.0 3.5 0.1 0.05 0.00 0.00 8.680 0.703 0.003 0.271 0.022 0.000 0.302 516 May 0.025 43 June 0.000 : Nil. July Nil. August Nil. September. ... Nil. October Nil. The period 0.327 559 BIGSTICK LAKE DRAINAGE BASIN SESSIONAL PAPER No. 25c 351 Miscellaneous Discharge Measurements made in Hay Lake drainage baisn, in 1913. Date. Hydrographer. Stream. Location. Width. Area of of Section. Mean Velocity. Discharge. May 30.... M.H.French.... E.W.W. Hughes. do E.W.W. Hughes do M. H. French. . . H.D.St.A.Smith. E.W.W. Hughes. do do M. H. French. . . E.W.W. Hughes. do E.W.W. Hughes do M. H. French... H.D.St.A.Smith. E.W.W. Hughes. do O. H. Hoover. . . F. R. Steinberger O. H. Hoover. . . F.R. Steinberger. Maple Creek, Pipe S. E.20-10-25-3... Feet. Sq. feet. Feet per Sec. Sec.-ft. 0.870 May 30 July 4.... Aug. 12.... Oct 24 do do do do do do Saunder's Springs.. do do do do do do do Spring Creek do do ... 1 0.957 do ... 1 0.840 do ... 1 0 700 do 0.593 Nov 19 do 0.514 Oct 24 N.W. 11-11-26-3. S.E. 20-10-25-3... 0,509 May 30 May 30 July 4 Aug. 12. . . . Oct 24 0.888 do 0.975 do . . 0.863 do 0.718 do 0.593 Nov. 19 do 0.523 Dec. 10 do 0.632 Dec 30 do 0.470 Dec 9 S.E. 10-10-25-3. 0.176 Dec. 30 do 0.090 BIG STICK LAKE DRAINAGE BASIN. General Description, Big Stick is one of the largest lakes in the northern Cypress Hills district. It is situated about township 15, range 25, west of the 3rd meridian, and covers an area of 35 square miles. The lake is alkaline in character and has no outlet. The only source of supply of the lake is Maple Creek which its tributary Gap Creek rises in the Cypress Hills tlirity miles south. On the south and east the lake is bounded by the Sand Hills. The drainage area is 820 square miles. The topography of the drainage basin is for the most part gently rolling and the creek slope is small except near the source. The basin is bare of trees except in the hills. The channel is flat, ^\ide and in most places sandy. The spring break-up in 1913 took place about March 28th. This was the only flood of importance during the year. No damage of any extent was caused by floods. There are several small irrigation ditches in the basin. MAPLE creek at MAPLE CREEK. This station was established May 9, 1908, by R. J. Burley. It is located at the liighway bridge just north of the Canadian Pacific Railway tracks in the town of Maple Creek, on the road allowance east of the N.E. ^ Sec. 16, Tp. 11, Rge. 26, W. 3rd Mer. The gauge, wliich is a plain staff graduated to feet and hundredths, is attached vertically to a pile on the upstream side of the bridge. The zero of the gauge (elev. 92.83) is referred to a permanent iron bench mark (assumed elev. 100.00), situated on the right bank at the west road fence, 37 3^ feet west and 13 feet south of the southeast corner of the bridge. The channel is straight for 200 feet above and 100 feet below the station. Both banks are comparatively low and will overflow at high-water stages of the stream. The bed of the stream is composed of sand and may shift during flood stages. The current is moderate at high and .sluggish at low stages of the stream. During high water fliscliarge measurements are made from the downstream side of the bridge. The initial point for soundings is the face of the right or south abutment, and is marked by "O" in white paint on the bridge beam. During ordinary stages, discharge measurements are made about fifty feet downstream from the gauge by wading, and at low stages a weir is used. The bridge is not at right angles to the current and measurements from the bridge must be corrected. During 1913, the gauge was read by Miss Kate William. 352 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Discharge Measurements of Maple Creek at Maple Creek, in 1913. Date. Hydrographer. Width. j Area of Section. Mean Velocity. Gauge Height. Discharge. April 9 April 12 H. D. ST. A Smith do Feet. 39.3 38.8 16.0 Sg.-fl. 59.90 54.00 9.05 Ft. per sec. 0.89 0.74 0.92 Feet. 3.04 2.74 1.57 0.40 0.35 Sec.-ft. 53.40 39.80 May 1 July 3 July 26 do 8.38 do do i .b Aug 19 do Sept 4 do c Sept. 30 do Oct. 22 do Nov. 15 do Nov. 15 do 1 a Flow too sma b Creek standin c Creek dry. 1 to measure, g in pools. Daily Gauge-height and Discharge of Maple Creek, at Maple Creek, for 1913. April. May. June. . July. D.w. Gauge Height. Dis- charge. Gauge ; Dis- Height. 1 charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 3.55 3.35 2.76 2.61 2.89 5.02 3.80 3.18 2.89 2.96 3.16 2.89 2.88 3.43 3.48 2.57 2.33 2.21 2.01 2.04 1.85 1.76 1.57 1.58 1.55 1.49 1.49 1.46 1.526 1.58 Sec.-ft. 102.0 79.0 40.0 35.0 44.0 32.80 138.0 63.0 44.0 48.0 62.0 44.0 44.0 88.0 94.0 33.0 26.0 23.0 18.5 19.2 14.8 13.0 9.3 9.5 9.0 7.8 7.8 7.2 8.4 9.5 Feet. Sec.-ft. 1.58 9.5 1.58 9.5 1.84 ; 14.6 1.77 13.1 1.60 1 9.9 Sec.-ft. 1.05 1.05 1.05 1.03 1.05 1.05 1.05 1.05 0.78 0.65 0.57 0.57 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.78 1.08 Feet. 1.77 1.77 1.77 1.62 1.77 1.77 1.77 1.77 0.40 0.12 0.02 0.02 0.03 0.03 0.03 0.03 0.03 0.03 0.03 0.40 2.00 Feel. 0.57 0.60 0.65 0.61 0.58 0.58 0.58 0.58 0.58 0.70 0.68 0.68 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 0.58 Sec.-ft. 0.02 2 0.04 3 0.12 4 0.06 5 0.03 6 1.57 1.54 1.49 1.48 1.49 1.49 1.49 1.49 1.49 1.52 1.55 1.57 1.52 1.49 1.46 1.41 1.38 1.36 1.32& 1.29 1.19 1.16 1.16 1.08 1.05 1.05 9.3 8.8 7.8 7.6 7.8 7.8 7.8 7.8 7.8 8.4 9.0 9.3 8.4 7.8 7.2 6.4 5.9 5.6 5.1 4.7 3.4 3.0 3.0 2.0 1.77 1.77 0.03 7 0.03 8 0.03 9 0.03 10 0.21 11 0.17 12 0.17 13 0.03 14 0.03 15 0.03 16 0.03 17 0.03 18 0.03 19 0.03 20 0.03 21 0.03 22 1.53 8.60 1.55 9.00 1.55 9.00 1.586 9.50 1.62 10.30 1.62 10.30 1.60 9.90 1.12 2.50 0.58 0.03 0.03 23 0.03 24 0.03 25 0.03 26 0.03 27 0.03 28 0.03 29 0.03 30 0.03 31 0.03c b Gauge height interpolated. c Creek dry from July 31 to end of year. BIGSTICK LAKE DRAIXAGE BASIX SESSIONAL PAPER No. 25c 353 Monthly Discharge of Maple Creek at Maple Creek, for 1913. (Drainage area, 87 square miles.) DlSCH.^.RGE IN Second-Feet Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in i inches on Total in Drainage Acre-feet. Area. j April • 328.00 7.20 14.60 1.77 10.30 0.02 49.00 7.16 2.88 0.048 0.560 0.082 0.033 0.001 0.620 0.090 0.040 0.001 2,975 May 440 171 July 0.21 0.02 3a 0.751 3,589 a Creek dry from July 31 to the end of the year. MAPLE CREEK NEAR MAPLE CREEK. This station was established on May 4, 1910, by H. R. Carseallen. It is one mile and a half north of the town of Maple Creek, at the bigliwav bridge east of the S. E. >4 Sec. 28, Tp. 11, Rge. 26, W. 3rd Mer. The gauge, which is a plain staff graduated to feet and hundredths, is fastened to a pile in the middle of the downstream side of the bridge. The zero of the gauge (elev. 81.60) is referred to a permanent iron bench mark (assumed elev. 100.00), situated at the west road fence, 100 feet south and 29 feet west of the southeast corner of the bridge. The channel is straight for 100 feet above and 10 feet belo\y the gauge. Both banks are high, sand}' and not liable to overflow. The bed is sandy and liable to shift. Discharge measurements are made during high stages with a current meter from the downstream side of the bridge. The initial point for soundings is the face of the left abutment and is marked on the side of the bridge beam by '"O" in white paint. The current is not at right angles to the cross section and a correction is applied to the area. During ordinary stages gaugings are made upstream by wading, and during low stages a weir is used. During 1913, the gauge was read bj^ Miss Kate Williams. Discharge Measurements of Maple Creek near Maple Creek, in 1913. Date. Hydrographer. \\'idth. Area of 1 Section. Mean Velocity. Gauge Height. Discharge. April 9 H. D. St. A. Smith Feel. 32.4 35.0 13.0 Sq.-ft. 58.50 67.30 6 00 Ft. per sec. 0.60 0.74 0.91 Feet. 4.26 4.42 .•l 15 Sec.-fl. 35.20 April 12 do 49.70 April 30 do 5.45 Mav 23 do 10.5 3.52 0.72 2.90 2.52 June 9 do 2.48 2.50 2.50 2.50 a0.21 June 30 do 8.6 i.36 0.28 0.38 July 28 do a0.30 -Aug. 19 do . aO.37 Sept. 6 do 2.45 2.40 1.49 a 0.22 Sept. 30 do b Oct. 22 do b 1 a Weir measurement. b Discharge too small to measure. 354 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge-height and Discharge of Maple Creek, near Maple Creek, for 1913. April. May. June. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Dis- Height. charge. 1 Feet. 6.27 6.07 5.59 5.38 5.22 6.95 5.58 4.59 4.27 4.18 4.39 4.27 4.22 4.40 4.30 4.17 3.93 3.78 3.58 4.39 4.38 3.30 3.23 3.14 3.10 3.07 3.00 3.00 3.10(X 3.20 Sec.-ft. 175.0 163.0 132.0 118.0 109.0 218.0 131.0 68.0 37.0 31.0 46.0 37.0 33.0 47.0 39.0 31.0 20.0 15.8 11.1 46.0 45.0 6.6 5.8 4.7 4.2 3.8 3.2 3.2 4.2 5.4 Feet. 3.19 3.11 3 40 Sec.-ft. 5.30 4.30 8 00 Feet. Sec.-ft. 2.59 0.75 2 2.59 0.75 3 2.57 0.65 4 3.38 7.70 3.23 i 5.80 3.19 5.30 3.16 4.90 3.13 4.60 3.19 5.30 3.17 5.00 3.17 J 5.00 3.17 1 5.00 3.15 4.80 3.15 4.80 3.17 5.00 3.19 5.30 3.21 5.50 3.16 4.90 3.12 4.40 3 . 08 4 . 00 3.01 3.30 2.90 2.50 2.94 2.70 2.89a 2.40 2.85 2.20 2.80 1.90 2.73 1.48 2.70 1.30 2.66 1.10 2.59 0.75 2 . 59 0 75 2.55 0.55 5 2.51 0.37 6 2.40 0.10 7 2.40 0.10 8 2.40 0.10 9 2.40 0.10 10 2.40 0.10 11 2.40 0.10 12 2.40 0.10 13 2.70 1.30 14 2.70 1.30 15 2.70 1.30 16 2.62 0.90 17 2.50 0.55 18 2.50 2.42 2.42 2.44 2.46 2.46 2.46 2.56a 2.66 2.66 2.64 2.62 2.60 0.55 19 0.14 20 0.14 21 0.17 22 0.22 23 0.22 24 0.22 25 0.60 26 1.10 27 1.10 28 1.00 29 0.90 30 0.80 31 a Gauge height interpolated. BIGSTICK LAKE DRAINAGE BASIN SESSIONAL PAPER No. 25c 355 Daily Gauge-height axd Discharge of ^laple Creek, near [Maple Creek, for 1913. — Concluded. July. 1 August. September. October. T).K\: Gauge Dis- Height. charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Dis- Height. charge. 1 Feet. Sec.-ft. 2.57 0.65 2.53 0.46 2.58 0.70 2.54 0.51 2.51 0.37 2.57 0.65 2.53 0.46 2.55 0.55 2.55 0.55 2.56a 0.60 2.57 0.65 2.51 0.37 2.51 0.37 2.51 0.37 2.51 0.37 2.51 0.37 2.51 0.37 2.51 0.37 2.51 0.37 2.50 0.33 2.50 0.33 2.50 0.33 2.50 0.33 2.50 0.33 2.50 0.33 2.50 0.33 2.50 0.33 2.50 0.33 2.50 0.33 2.50 0.33 2.50 I 0.33 Feet. 2.50 2.50 2.48 2.45 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2.40 2 40 Sec.-ft. 0.33 0.33 0.27 0.19 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0 10 Feet. 2.40 2.40 Sec.-ft 0.1"D 0 10 Feet. 2 14 Sec.-ft. 2 2 09 0 02 3 2.40 0.10 2.40 I 0.10 2.40 1 0.10 2.40 0.10 2.40 0.10 2.40 0.10 2.40 0.10 2.40 0.10 2.40 0.10 2.40 0.10 2.40 0.10 2.40 0.10 2.40 0.10 2.40 0.10 2.40 0.10 2.40 0.10 2.40 0.10 2.40 0.10 2.40 0.10 2.40a 0.10 2.40 0.10 2.38 0.09 2.36 0.08 2.36 0.08 2.32 0.06 2.29 0.05 2.27 0.04 2.20 0.03 1 90 0 01 4 1 90 0 01 5. 1 84 0 01 6 1 81 0 01 7 1 78 0 01 8 1 70 0 01 9 1 64 Nil 10 1 60 11 1 60 12 1.60 1.60 1.60 1.60 1.60 1 54 << 13 ■< 14 11 15 <■ 16 ,, 17 <■ 18 1 50 " 19 1 50 " 20 1.50 1.50 1.48 1.48 1.47 1.47 1.47 1.47 1.47 1.47 1.47 1.47 ■1 21 22 23 24 ; <■ 25 •• 26 27 .1 28. .. • 29 4. 30 2.40 0.10 2.40 0 10 .. 31 .1 a Gauge heights interpolated. Monthly Discharge of Alaple Creek near Maple Creek, for 1913. (Drainage area, 95 square miles.) Month. Discharge in Second-Feet. Run-Off. Maximum. Minimum. Mean. Per square Mile. Deptli in inches on Drainage Area. Total in .\cre-feet. April May June July August. . . . September. October The period. 218.00 8.00 1.30 0.70 0.33 0.10 0.03 3.20 0.75 0.10 0.33 0.10 0.03 0.00 53.130 4.040 0.539 0.421 0.123 0.088 0.003 0.559 0.042 0.006 0.004 0.001 0.001 0.000 0.686 3,160 248 32 26 8 5 3.479 GAP CREEK AT SMALLS RANCHK. This station was established April 25, 1909, by F. T. Flelcliir. It is located on the S.E. 1/4 See. 4, Tp. 10, Rge. 27. W. 3rd Mer., 1,000 feet west of the surveyed trail from Maple Creek to Tenmile police detachment, and about twelve miles south of Maple Creek. The gau^e, which is a plain staff graduated to feet and hundredths, is fastened to a post sunk in the bed of the stream at the right bank. It is situated at the road allowance between Sees. 3, and 4, Tp. 10, Rge. 27, W. 3rd Mer., and is just above the point where McShane Creek joins Gap Creek. The zero of the gauge (elev. 66.63) is referred to a permanent iron 356 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 bench mark (assumed elev. 100.00), situated at the McShane Creek bridge about 1.000 feet south of the gauge. The ehanuel is straight for 60 feet above and 500 feet below the station. The right bank is high and will not overflow except at very extreme flood stages; the left bank is much higher than the right and will not overflow at any stage of the stream. The bed of the stream is composed of loose, coarse gravel. The current is sluggish. Discharge measm-ements are made at ordinary stages Tvith a current meter by wading, and from a cable car at high stages. The initial point for soundings is a seven-eights inch iron pin on the right bank, 226 feet upstream from the gauge. During 1913, the gauge was read by WiUiam Small. Discharge Measurements of Gap Creek at SmaU's Ranche, in 1913. Date. Hydrographer. Width. 1 Area of Section. Mean Velocity. Gauge j Discharge. Height, j April 15 May 2 June 27 July 24 Aug. 30 Sept 8 H. D. St. A. Smith do Feet. 31.0 25.0 19.0 Sq.-fl. 26.00 18.00 13.0 Ft. per sec. 1.19 0.20 0.30 1 Feet. ■ Sec.-ft. 2.69 i 31.00 2.37 4.27 do 2.15 3.96 do do a do a Sept. 9 Oct. 2 Oct. 25 do ' do ... . .a do a a No flow, water standing in pools. Daily Gauge-height and Discharge of Gap Creek, at SmaU's Ranche, for 1913. April. May. un€ D.w. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge 1 Height. Dis- charge. 1 Feet. Sec.-ft. Feet. 2.23 2.31 2.32 2.34 2.31 2.28 2.27 2.27 2.30 2.30 Sec.-ft. 3.30 5.80 6.20 6.90 5.80 4.80 4.40 4.40 5.40 5.40 Feet, i 1.99 1 1.96 ' 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 Sec.-ft. 0.15 2 b ■232!66' 378 . 00 513.00 338.00 122.00 39.00 46.00 68.00 0.07 3 3.46 4.00a 4.50 3.85 3.05 2.74 2.77 2.85 0.07 4 0.07 5 0.07 6 0.07 7 0.07 8 0.07 9 0.07 10 0.07 11 2.90 2.91 3.02 2.87 2.75 2.61 2.59 2.48 2.42 2.37 2.35 2.31 2.24 2.21 2.17 2.13 2.11 2.15 2.22 2.23 81.00 84.00 113.00 73.00 41.00 24.00 22.00 13.90 10.00 8.20 7.30 5.80 3.50 2.80 1.90 1.22 0.94 1.50 3.00 3.30 2.28 2.28 2.25 2.28 2.31 2.31 2.33 2.29 2.22 2.20 2.17 2.14 2.10 2.10 2.09 2.06 2.04 2.00 1.99 1.99 1.99 4.80 4.80 3.80 4.80 5.80 5.80 6.50 5.10 3.00 2.50 1.90 1.36 0.80 0.80 0.72 0.50 0.37 0.17 0.15 0.15 0.15 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.96 1.97 1.96 1.94 1.92 1.91 1.91 2.36 2.30 2.22 2.18 2.12 0.07 12 0.07 13 ". : 0.07 14 0.07 15 0.07 16 . 0.07 17 0.07 18 . . 0.07 19 . 0.07 20 0.10 21 0.07 22 0.04 23 0.02 24 0.01 25 0.01 26 7.70 27 5.40 28 3.00 29 2.10 30 1.08 31 o Gauge height interpolated . b Ice jam Apr. 1 and 2. BIGSTICK LAKE DRAINAGE BASIN 357 SESSIONAL PAPER No. 25c Daily Gauge-height and Discharge of Gap Creek, at Small's Ranche, for 1913. — Concluded. 9. 10. 11 12. 13. 14. 15. 16. 17. 18. 19. 20 21. 22. 23 24 25. 26. 27. 28. 29 30. 31. b Water standing in pools. July. August. September. October. Gauge Height. Feet. 2.05 2.06 2.04 2.32 2.28 Dis- Gauge Dis- charge. Height, cliarge. Sec.-fl. Feel. 0.42 0.49 0.37 6.20 4.80 2 . 20 2 . 50 2 . 12 1 . 08 2.09 ; 0.72 2.00 0.17 2.00 0.17 0.27 0.27 0.32 0.10 0.07 0.04 0.04 0.03 0.02 0.01 2 02 2 02 2 03 1 97 1 96 1 94 1 94 1 93 1 92 1 91 1.90 Nil.6 1.90 " 1.89 1.88 1.87 1.86 1.86 1.86 1.86 1.86 1.86 1.86 1.86 1.86 1.86 1.86 1.86 1.86 1.86 1.86 1.88 1.87 1.87 1.87 1.86 1.86 1.86 1.86 1.92 1.89 1.86 1.86 1.86 1.86 1.86 1.86 1.86 1.86 1.86 1.86 1.85 1.84 Sec.-ft. Nil.& Gauge Dis- Height. charge. Gauge Height. Feet. 1.84 1.84 1.84 1.84 1.83 1.83 1.83 1.83 1.83 1.83 1.83 1.83 1.83 1.83 1.83 1.83 1.83 1.83 1.83 1.83 1.82 1.82 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 Sec.-ft. Nil.6 Feet. 1.80 1.80 1.78 1.78 1.78 1.76 1.76 1.76" 1.74 1.74 1.74 1.72 1.72 1.70 1.70 1.68 1.68 1.66 1.66 1.62 1.62 1.60 1.60 1.60 1.58 1.58 1.58 1.59 1.60 1.62 1.64 Dis- charge. Monthly Discharge of Gap Creek at Small'-s Ranche, for 1913. (Drainage area, 129 square miles.) Sec.-fl. NiLi> Discharge in Second-Feet. Maximum. Minimum. April (3-30) . May June July .■\ugust September. . October The period. 513.00 6.90 7.70 6.20 • 0.02 0.94 0.15 0.01 0.00 0.00 79 . 000 3 . 400 0.698 0.583 0.001 Per square Mile. 0.619 0 . 026 0.005 0.004 0.000 Run-Off. Depth in inches on Drainage Area. . 0.640 0.030 0.006 0 . 005 0.000 0.6 1 Total in Acre-feet. 4,437 211 42 36a Nil. a a No flow from July 20 to end of year ,except for one day, August 18th. 358 STREAM MEASUREMENTS, 1913 MCSHANE CREEK AT SMALL S RANCHE. 4 GEORGE v., A. 1914 This station was established April 23, 1909, by F. T. Fletcher. It is located on the S.W. % See. 3, Tp. 10, Rge. 27, W. 3rd Mer., at tlie highway bridge on the surveyed trail from Maple Creek to Tenmile police detachment, about 12 miles south of Maple Creek. It is about 600 feet above the mouth of the creek and about 500 feet from Wm. Small's house. The gauge, which is a plain staff graduated to feet and hundredths, is attached firmly to the right abutment on the downstream side of the bridge. The zero of the gauge (elev. 85.21) is referred to a permanent iron benchmark (assumed elev. 100.00), located just east of the bridge upon the north side of the diversion of the road allowance. The bench-mark stands about four inches above ground and is protected ^vith stones. The channel is straight for 100 feet above and 200 feet below the station. Both banks are high and not liable to overflow. The bed of the stream is composed of coarse gravel and shifts at high stages. The current is swift. Highwater measurements are made from the downstream side of the bridge. The initial point for soundings is the inner face of the right abutment of the bridge. Low water measure- ments are made near the gauge by wading and at very low stages a weir is used. During 1913, the gauge was read by William Small. The period of flow of this creek is short. It becomes dry usually in the month of June and remains so during the remainder of the season, except during the very heavy rains. Mr. Small diverted water above this station in 1913 during the month of May. Discharge Measurements of MeShane Creek at SmaU's Ranche, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge ! Discharge. Height, j April 14 H. D. St. A. Smith do Feet. Sg.-fl. 13.0 6.61 8.5 3.67 . . . . i Ft. per sec. 0.52 0.96 Feet. 1.12 1.09 Sec.-ft. 3.40 May 2 3.20 do a June 27 do 0.80 b0.08 July 24 .... do a Sept. 1 Sept. 9 do a do a Oct. 2 do a Oct. 25 do a a Creek dry. b Weir measurement. BIGSTICK LAKE DRAINAGE BASIN SESSIONAL PAPER No. 25c 359 Daily Gauge-height and Discharge of McShane Creek, at Small's Ranche, for 1913. April. May. June. July. Day. Gauge Dis- Height. charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Dis- Height. charge. 1 Feet. Sec.-ft. Feet. 0.95 1.04 1.04 0 98 0.94 0.92 1.00 1.00 0.99 1.00 0.98 0.94 0.90 0.98 1.00 0 95 1.04 0.95 0.91 0.88 0 84 0.75 0.26 Dry Sec.-ft. 1.57 2.60 2.60 1.90 1.46 1.25 2.10 2.10 2.00 2.10 1.90 1.46 1.04 1.90 2.10 1.57 2.60 1.57 1.15 0.83 0.44 0.00 0.00 Nil. Feet. Dry 1.18 0.84 Dry. Sec.-ft. Nil. 4.30 0.44 Nil. Feet. Sec.-ft. Dry. ' Nil. 2 1.20 4.50 1.28a ! 5.56 1.84a ; 13.20 1.92 14.00 1.27 , 5.40 1.17 4.10 1.26 ; 5.30 1.00 2.10 1 . 22 1 4 . 80 1.18 ! 4.30 1.17 i 4.10 1.26 5.30 1.21 ' 4.60 1.18 1 4.30 1.12 3.50 1.11 3.40 1.03 2.50 0.96 i 1.68 0 93 ' 1 Sfi 3 4 1.21 4 6 5 0.89 0.70 Dry. 0.93 6 0.00 Nil. 8 9 10 11 12 13 14 15 16 17 18 19 20 21 0.90 0.72 0.50 Dry. 0.92 0.94 0.95 1.04 0.00 0.00 Nil. 1.25 1.46 1.57 22 23 24 25 26 27 28 29 30 31 360 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Monthly Di.schakge of McShane Creek at Small's Ranche, for 1913. (Drainage area, 24 square miles.) Discharge m Second-Feet Run-Off. Month. Maximum. 1 Minimum. Mean. Per square Mile. Depth in inches on Drainage .\rea. Total in Acre-feet. April (2-30) 14.0 2.6 4.3 4.6 0.00 0.00 0.00 0.00 3.40 1.17 0.16 0.18 0.142 0.049 0.007 0.008 0.153 0.056 0.008 0.009 197 May 72 10 July lla b i: 1 b 1 b 0.226 290 1 a Creek running July 4-6 only. b Creek dry from July 7 to end of year. GAP CREEK NEAR MAPLE CREEK. This Station was established on May 3. 1910, by H. R. Cai'scallen. It is located at the traffic bridge on the road allowance east of the N.E. H Sec. 31, Tp. 11, Rge. 26, W. 3rd Mer. about four and a half miles northwest of the town of Maple Creek. The gauge, which is a plain staff graduated to feet and hundredths, is nailed to the right abutment on the downstream side of the bridge. The zero of the gauge (elev. 81.61) is referred to a permanent iron bench mark (assumed elev. 100.00), situated 95 feet east of the northeast corner of the bridge. The channel is straight for about 130 feet above the station and 60 feet below. The left bank is high and the right low, but not liable to overflow. The bed is sandy and shifts during flood stages. During high water, discharge measurements are made from the bridge, and during ordinary stages b}' wading. The initial point for soundings is marked on the north end of the bridge in red paint. The bridge is not at right angles to the direction of the current and a coefficient is applied to the measured discharge to obtain the actual discharge. The discharge is determined in extreme low water by means of a weir. During 1913 the gauge was read by ]Miss Kate Williams. Discharge Measurements of Gap Creek near Maple Creek, in 1913. Date. Hydrographer. | Width. Area of Mean Section. Velocity. Gauge Height. Discharge. April 12 April 30 May 23 11. D.St. A. Smith do Feet. 42.0 aS.O Sq.-ft. Ft. per sec. 59 . 50 1 . 54 2.50 1.62 3.09 1.10 Feet. Sec.-ft. 2.87 91.00 1.49 4.10 do a8.5 1.42 j 3.70 June 6 July 26 do 1.26 b0.12 do , c Aug 19 do d Sept. 4 Sept. 30 Oct 21 do d do d do d Nov 15 do d a Width, etc. refers to wading section. b Weir measurement. c Too small to measure. d No flow; water standing in pools. BIGSriCK LAKE DRAIXAGE BASIX SESSIONAL PAPER No. 25c J61 Daily Gauge-height and Discharge of Gap Creek, near Maple Creek, for 1913. April. May. June. July. August. Day. Gauge Height. Dis- charge. Ga-.ge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- Gauge charge. Height. Dis- charge. 1 9 Feet. 4.92 4.20 3.45 2.98 2.98 4.92 4.42 4.26 2.86 2.66 a 2.65 2.65 2.66 2.64 2.61 2.58 2.39 2.22 2.04 1.86 1.84 1.82 1.67 1.58 1.53 1.49 1.49 1.46 al.50 1.54 Sec.-ft. 294.0 222.0 147.0 111.0 111.0 194.0 244.0 228.0 90.0 72.0 72.0 72.0 72.0 71.0 68.0 65.0 50.0 38.0 27.0 17.5 16.5 15.5 9.6 6.9 5.5 4.5 4.5 3.8 4.8 5.8 Feel. 1.54 1.50 1.70 1.67 1.66 1.60 1.59 1.57 1.57 1.57 1.57 1.57 1.57 1.58 1.58 1.59 1.59 1.58 1.54 1.51 1.46 1.43 1.38 al.36 1.34 1.34 1.34 1.34 1.33 1.32 1.31 Sec.-jt. 5.80 4.80 10.50 9.60 9.30 7.50 7.20 6.60 6.60 6.60 6.60 6.60 6.60 6.90 6.90 7.20 7.20 6.90 5.80 5.00 3.80 3.10 2.10 1.70 1.35 1.35 1.35 1.35 1.20 1.05 0.90 Feet. 1.30 1.29 1.28 1.27 1.26 1.25 1.25 1.25 1.24 1.24 1.24 1.24 1.24 1.24 1.24 1.24 1.24 1.24 1.24 1.27 1.27 1.24 1.24 1.24 1.24 1:^4 1.24 1.24 1.24 1.27 Sec.-ft. 0.75 0.63 0.51 0.39 0.27 0.15 0.15 0.15 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.39 0.39 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.12 0.39 Feet. 1.28 1.27 1.26 1.26 1.26 1.25 1.25 1.25 1.25 1.25 1.24 1.24 1.24 1.24 1.23 1.23 1.23 1.23 1.23 1.23 1.22 1.22 1.22 1.22 1.22 1.21 1.21 1.21 1.21 1.21 1.21 Sec.-jl. Feel. 0.51 1.21 0.39 1.21 Sec.-fl. 0.03 0.03 3 4 0.27 0.27 0.27 0.15 0.15 0.15 0.15 0.15 0.12 0.12 0.12 0.12 0.12 0.09 0.09 0.09 0.09 1.20 Nil. b 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 0.09 0.06 21 22 0.06 0.06 23 24 0.06 0.06 0.03 0.03 0.03 0.03 0.03 0.03 25 26 27 28 29 30 31 a Gauge height interpolated. i No flow, water standing in pools from August 3rd to end of year. Monthly Discharge of Gap Creek near Maple Creek, for 1913. (Drainage area, 295 square miles.) Discharge in Secoxd-Feet. Month. Maximum. Minimum. Mean. Per square -Mile. Run-Off. Depth in inches on Drainage Area. Total in .•\cre-feet. April... May. . . June. . . July.... .•\ugust. The period. 294.0 10.5 0.75 ..0.51 Q.03 3.80 0.90 0.12 0.03 0.00 81.400 5.140 0.215 0'.129 0.002 0.276 0.017 0.0007 0.0004 0.3100 0 . 0200 0 . 0008 0 . 0005 0.3313 a No run-off from Aug. 3 to end of year. 4,844 316 13 5,181 362 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Miscellaneous Discharge Measurements made in Bigstick Lake drainage basin in 1913. Date. Hydrographer. Stream. Location. Width. Area of Section. Mean Velocity. Discharge. May 22 H.R. Carscallen . L. B. Tillson do do do Cypress Creek Maple Creek Mitchell's Ditch. .. do do S.W.17-9-27-3... Feet. Sq. feet. Feet per Sec. Sec.-fl. aO 79 May 21 May 21 ... . May 21 May 21 ... . N.W. 23-14-26-3. N.E. 23-14-26-3.. do do 9.6 12.0 13.0 9.0 4.21 11.36 13.60 9.49 0.705 0.654 0.587 0.767 2.97 7.43 7.97 7.28 a Weir measurement. MANY ISLAND LAKE DRAINAGE BASIN. General Description Many Island Lake, about 25 square miles in area, is situated on the boundary line be- tween the provinces of Alberta and Saskatchewan about ten miles north of the town of Walsh. It is the farthest west of the several lakes which receive the drainage of the north slope of the Cypress Hills. The water is shallow and alkaline. Its only source of water sup- ply is Mackay Creek with its tributaries, Stony and Boxelder Creeks. The topography of the basin is very rough and the creek slopes are heavy. The basin is bare of trees except in the hills near the sources of the streams. The creek channels are deep and the beds are mostly gravel. The spring breakup in 1913 took place about April 1st. As is the case ^\^th all prairie streams, the highest discharges took place at this period. All the streams of this drainage basin stopped running in June or July and remained so for the remainder of the season. In the lower part of the drainage basin near the lake, irrigation has been developed to some extent on hay meadows. In the upper part there are few irrigation schemes. east branch of mackay creek at grant's ranche. This station was established on October 13, 1911, bv M. H. French. It is located in the N.W. 1,4 Sec. 36, Tp. 10, Rge. 1, W. 4th Mer.. about 100 feet north of Arthur Grant's house. It is about five miles south of Walsh and one mile above the junction of the east and west branches of Maekey Creek. The gauge, which is a plain staff graduated to feet and hundredths is nailed to a post sunk in the bed of the stream near the right bank. The zero of the gauge (elev. 7.5.85) is referred to a permanent iron bench mark (.assumed elev. 100.00), situated on the right bank, in line with the cross section and 100 feet from the initial point. The channel is straight for 50 feet above and below the station. The right bank is a cut bank^ and wiU never overflow. The left bank is rather low, covered with brush, and will overflow in extreme floods. The bed of the channel is composed of coarse gravel and will not shift. Discharge measurements are made with a current meter by wading. The initial point for soundings is the face of a five inch stake on the right bank, ten feet from the water's edge, and is well protected by a mound of stones. Tli(> final point is a willow stump on the left bank, 45.1 feet from the inital point and protected by a mound of stones. During 1913, the gauge was read by A. D. Grant. .VAAT ISLAND LAKE DRAIXAGE BASIN SESSIONAL PAPER No. 25c 363 Discharge Measurements of East Branch Mackay Creek at Grant's Ranche, in 1913. Date. Hydrographer. Width. Area of Section. Mean \'elocity. Gauge Height. Discharge. Mav 3 H. D.St. A.Smith Feet. 18.5 Sq.-ft. 20.70 Ft. per sec. 1.02 Feet. 1.37 0.40 0.51 Sec.-ft. 21 30 June 10 do July 4 do 8.0 1.98 0.21 0.41 July 29 do b Sept. 3 do b Sept. 26 do b Oct. 18 do b Nov. 13 do ■ b a Water standing in pools. b Creek dry. Daily Gauge-height AXD Discharge of East Branch ]Mackav Creek, at Grant's Ranche, for 1913. April. May. June. July. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 1.77 1.58 1.55 1.62 1.63 3.19 1.85 1.69 1.66 1.85 2.23 2.66 2.46 2.12 1.75 1.93 1.49 1.51 1.47 1.45 1.40 1.26 1.11 0.96 0.92 0.90 0.91 0.90 0.90 1.01 Sec.-ft. 39.0 31.0 30.0 33.0 33.0 98.0 42.0 36.0 35.0 42.0 58.0 76.0 68.0 54.0 38.0 46.0 28.0 29.0 27.0 26.0 24.0 18,4 12.2 7.1 6.0 5.5 5.8 5.5 5.5 8.6 Feet. 1.05 1.15 1.30 1.22 Sec.-ft. 10.00 13.80 20.00 16 70 Feet. 0.55 0.55 0.53 0.50 Sec.-ft. 0.65 0.65 0.55 0.40 Feel. 0.61 0.56 0.51 0.51 0.57 0.66 0.63 0.51 0.39 0.35 0.34 0.35 0.32 0.31 0.30 0.30 0.30 0.30 0.30 0.30 Dry. Sec.-ft. 1.02 2 ■ 0.71 3 0.45 4 0.45 5 1.11 1 12.20 1.07 10.70 1.12 12.60 1.13 13.00 1.12 i 12.60 1.05 1 10.00 1.11 12.20 1.13 13.00 1 . 02 ! 9 . 00 0.47 < 0.31 0.43 0.21 0.41 1 0.17 0.39 1 0.13 0.35 ■ 0.05 0.32 , 0.02 0.32 ■ 0.02 0.30 Nil. 0.30 1 0.77 6 1.39 7 1.16 8 0.45 9 0.13 10 0.05 11 0.04 12 / 0:05 13 0.02 14 1.07 1.21 1.11 1.05 1.05 0 97 10.70 16.30 12.20 10.00 10.00 .7 40 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.01 15 Nil. 16 17 18 19 20 0 . 93 6 20 21 0.89 0.83 0 81 5.30 3.90 S ."in Dry. ;; 22 : 23 24 0.81 3.50 0 77 2 70 0.71 1.88 25. " 26 f.. 0.71 0.71 0.70 0.61 0.56 0.53 1.88 1.88 1.75 1.02 0.71 0.55 .. 27 " 28 " 29 0.67 i 1.48 0.63 1.16 •• 30 " 31 1 a Creek dry from July 21 to end of year. Xo. 25c.— 24 364 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Monthly Discharge of East Braiieh Maekay Creek at Grant's Ranche, for 1913. (Drainage area, 77 square miles.) Discharge in Second-Feet. RUN- OFF. Month. Maximum. Minimum. Mean. Per square MUe. Depth in inches on Drainage Area. Total in Acre-feet. April May .Tune July 98.00 20.00 1.88 1.39 5.50 0.55 0.00 0.00 32.000 8.600 0.256 0.216 0.419 0.111 0.003 0.004 0.456 0.128 0.003 0.004 1,919 526 15 13a a 1 a 1 a 0.591 2.473 a Creek dry from July 21 to end of year. WEST BRANCH MACKAY CREEK AT SCHNELL's RANCHE. This station was established October 12, 1911, by M. H. French. On September 20, 1912, it was moved six miles downstream by G. R. Elliott. It is located on the N. E. \i See. 27, -Tp. 10, Rge. 1, W. 4th Mer., and is two miles above the junction with East Branch Maekay Creek and seven miles south of the \allage of Walsh. The gauge, which is a plain stalf graduated to feet and hundredths, is nailed to a well braced post sunk in the bed of the stream at the left bank. The gauge is 126 feet S. 57" E. from i/i mound on the north boundary of Sec. 27, Tp. 10, Rge. 1, W. 4th ]Mer. The zero of the gauge (elev. 91.66) is referred to a permanent iron bench mark (assumed elev. 100.00), located on the left bank 104 feet north of the gauge. The channel curves above and below the gauge. The right bank is low and covered with brush and hable to overflow. The left bank is high and covered vnth bushes and not liable to overflow. The bed is composed of clean, coarse gravel, hable to shift. Discharge measurements are made with a current meter by wading and by the weir method in low water. The initial point for soundings is a five inch stake marked "l.P." in red paint, located on the left bank 34 feet from the gauge in line with the iron bench mark. The final point is 66.8 feet from the initial point and is a five inch stake marked "F.P." in red paint. During 1913 the gauge was read by Christian Sehnell. Discharge Measurements of West Branch McKay Creek at Schnell's Ranche, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Discharge. Height. May 4 H. D. St. A. Smith Feet. 8.0 Sg.-fl. 2.13 Fl. per sec. 1.00 Feet. \ Sec.-fl. 1.43 3.12 June 10 do 0.89 a July 4 do 0.60 a July 29 do b Sept 3 flo b Sept. 26 do b Oct 17 do b Nov 13 do b a Water standing in pools. b Creek dry. .1/.4.V}' ISLAXD LAKE DRAIXAGE BASIX SESSIONAL PAPER No. 25c 365 D \ILY Gauge-height axd Discharge of West Branch ]Maekaj- Creek, at Schuell's Raiiche, for 1913. April. M ay. June. July. D.\Y. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. 1 Dis- 1 Gauge charge. ; Height. 1 Dis- charge. 1 2 : Feel. 1.72 1.89 1.84 1.94 2.10 2.60 2.27 1.82 1.88 1.92 1.84 1.80 1.86 1.68 1.60 1.58 1.62 1.51 1.54 1.46 1.44 1.37 1.31 1.28 1.24 1.20 1.16 1.11 1.14 1.11 Sec.-ft. 6.20 8.10 7.60 8.60 10.40 15.80 12.20 7.30 8.00 8.40 7.60 7.10 7.80 5.80 5.00 4.70 5.20 4.00 4.30 3.40 3.20 2.50 1.83 1.50 1.07 0.64 0.21 oNil. Feet. 1.11 1.32 1.32 1.44 1.40 1.32 1.34 1.26 1.32 1.30 1.27 1.24 1.25 1.40 1.46 1.45 1.34 1.27 1.24 1.21 1.17 1.14 1.12 1.09 1.08 1.07 1.06 1.05 1.02 1.01 1.00 Sec.-fl. Nil. 1.94 1.94 3.20 2.80 1.94 2.20 1.29 1.94 1.72 1.40 1.07 1.18 2.80 3.40 3.30 2.20 1.40 1.07 0.75 0.32 aNil. Feel. Sec.-fl. 1.00 aNil. 1.00 1.00 1.00 ! 0.99 ' ■• Feel. 0.45 0.51 0.47 0.47 0.36 0.24 Sec.-ft. aNil. 3. 4 " 6 0.98 0.97 0.96 0.95 0.90 0.83 0.85 0.77 0.68 0.65 0.78 0.79 0.53 0.42 0.39 0.31 0.24 0.21 0.30 0.40 0.92 0.91 0.94 0.67 0.54 ,. 0.10 Drv. 8 Nil. 9 10 11 12 13 14 .. 15 ■ • 16 ,, 17 " 18 19 '< 20 21 22.... 23 25 26 28 30 31 '-' a Water standing in pools. Monthly Discharge of West Branch of IMaekay Creek at Schnell's Kanche, for 1913. (Drainage area, 96 square miles.) ^ DlSCH.\RGE IN Second-Feet Run Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. 15.80 0.00 3.40 0.00 5.28 1.22 0.055 0.013 0.061 0.015 314a May June lah July :::"::""i (/ August October J, The period ' 0.076 389 ! 1 1 a Creek standing in pools, .-^pril 28-30. h Creek standing in pools. May 22-31 . (/ Creek standing in pools. e Creek dry. No. 25c.— 24 J 366 STREAM MEASUREMENTS, 1913 MACKAY CREEK AT WALSH. 4 GEORGE v., A. 1914 This station was established on July 29, 1909, by F. T. Fletcher. It is located at the traffic bridge one half mile south of the C.P.R. track at Walsh, and is on the N. W. V4 Sec. 26, Tp. 11, Rge. 1, W. 4th Mer. The gauge, which is a plain staff graduated to feet and hundredths, is nailed to an upright timber on the upstream side of the bridge near the right abutment. The zero of the gauge (elev. 88.92) is referred to a permanent iron bench mark (assumed elev. 100.00), located on the right bank on the downstream side of the bridge and 77.5 feet from the gauge. The channel is straight for about 225 feet above and 500 feet below the station. Both banks are clean and are liable to overflow during high stages. The bed is clean, composed of clay and is not liable to shift. The current is sluggish. During high water, discharge measurements are made from the downstream side of the bridge. At low stages, the. discharge is measured by wading, and at extreme low water a weir is used. During 1913 the gauge was read by G. G. Sept. Discharge Measurements of Mackay Creek at Walsh, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge, April 15 May 3 F. R. Steinberger Feet. 34.0 15.0 13.0 9.0 Sq.-ft. 54.00 12.30 12.40 1.65 Ft. per sec. 0.99 Feet. Sec.-fl. 2.25 54.00 H. D. St. A. Smith F. R. Steinberger 1.14 1.24 13.90 May 8 1.23 0.57 1.29 15.20 May 29 ... do 0.60 0.95 June 20 do Dry. 1 Nil. July 10 do do 1 do July 24 do do do Aug 20 do do do Sept. 11 do do do Sept. 30 do do do do Oct. 21 .... do do -VA.Vr 7.SL.4.VD LAKE DRAIXAGE BASIN 367 SESSIONAL PAPER No. 25c Daily Gauge-height and Discharge of MacKay Creek, at Walsh, for 1913. April. May. June. D.^Y. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 2.88 2.22 1.92 2.31 2.11 2.59 2.80 2.60 1.84 2.08 2.10 3.24 3.08 2.81 2.60 2.26 2.41 1.86 1.80 1.74 1.63 1.45 1.32 1.11 1.03 0.95 0.90 0.90 0.91 Sec.-fl. 82.0 53.0 40.0 56.0 48.0 69.0 78.0 69.0 36.0 46.0 47.0 98.0 90.0 78.0 69.0 54.0 61.0 37.0 35.0 32.0 28.0 20.0 16.3 10.7 8.6 6.6 5.5 5.5 5.7 Feet. 1.08 1.03 Sec.-fl. 9.90 8.60 Feel. 0.46 0.37 0.36 0.32 0.24 0.14 0.04 ■ O.'ii ' 0.31 0.19 Sec.-fl. 0 29 2 0.12 3 1.26 i 14.60 0 11 4 1.38 1.29 1.13 1.13 1.25 1.22 1.17 1.16 1.14 1.13 1.21 1.39 1.35 1.19 1.15 1.09 1.01 0.94 0.94 0.92 0.84 0.76 0.74 0.72 0.66 0.62 0.54 0.46 18.20 15.40 11.20 11.20 14.30 13.50 12.20 12.00 11.40 11.20 13.30 18.50 17.20 12.70 11.70 10.10 8.10 6.40 6.40 5.90 4.30 3.00 2.70 2.40 1.62 1.20 0.56 0.29 0 08 5 0.04 6 0.02 7 Nil. 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23.; 24 25 26 27 28 0.24 29 0.07 30 1.04 8.8 0.03 31 a 1 a No flow after June 30th. Monthly Discharge of Mackay Creek at Walsh, for 1913. (Drainage area, 205 square miles.) Discharge in Second-Feet. Run-Off. Month. Ma.ximum. Minimum. Mean Per square Mile. Depth in inches en Drainage Area. Total in .Acre-feet. 98.00 5.50 18.50 0.29 0.29 0.00 1 43.100 0.2300 9.360 0.0460 1 0.033 0.001 0.2300 0.0500 0.0001 2 565 Ma^- 576 2 July Nil. Nil. Nil. Nil. 1 1 The period 0.2801 3,143 i BOXELDER CREEK AT YOUNG .S RANCHE. This station was established May 24, 1910, by P. M. Sauder. It is located at John Young's farm on the X. E. M Sec. 2, Tp. 12, Rge. 30, W. 3rd Mer., and is two miles east of Walsh. The gauge, which is a plain staff graduated to feet and hundredths, is attached to a post at the right bank. The zero of the gauge (elev. 88.83) is referred to a permanent iron bench mark (assumed elev. lOO.OOj, located on the left bank 65 feet from the gauge and 113 feet from Mr. Young's house. 368 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 The stream flows in one channel, which curves both above and below the gauge. The banks are high and not liable to overflow. The bed of the stream is composed of clay. Discharge measurements are generally made by wading at or near the gauge, but during floods it is measured from the Canadian Pacific Railway bridge a few hundred feet below the gauge. During 1913, the gauge was read by John Young. Discharge Measurements of Boxelder Creek at Young's Ranche, in 1913. April 15 May 8 Mav 29 June 20 July 10 Tuly 24 Aug. 20 Sept. 11 Sept. 30 Oct. 21 Hydrographer. Width. R. Steinberger . do do do do do do do do do Feet. 16.0 Area of Section. Mean Velocity. Sq.-ft. 15.8 Ft. per sec. 0.61 Gauge Height. Feet. 1.92 Dry. do do do do do do do do Discharge Sec.-ft. 10.9 Nil. do do do do do do do do Daily Gauge-height and Discharge of Boxelder Creek, at Young's Ranche, for 1913. April. May. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feel. 4.10 3.25 2.65 2.60 2.32 2.48 3.52 3.40 3.42 2.15 1.40 1.08 1.15 2.20 1.98 1.45 1.48 1.82 1.68 1.32 1.05 0.80 0.70 0.62 0.00 0.60 0.50 0.00 Dry. Sec.-ft. Feet. 31.00 Dry. 23.00 17.50 0.60 17.10 0.60 14.60 0.75 16.00 0.65 25.00 1 0.50 24.00 i 0.40 24.00 j Dry. 13.00 6.40 1 Sec.-ft. Nil.a 2 " 3 . 0.80 4 . 0.80 1.60 (i 1.05 0.30 s 0.00 ') Nila HI n . .. 12 . 3.80 4.40 13.50 11.50 6.80 7.10 10.10 8.80 5.80 3.60 1.90 0.65 0.70 0.75 0.70 0.55 0.50 0.40 1 . 05 13 1.30 14 1.60 15 1.30 16 0.55 17 0.30 18 0.00 19 Nil.a 20 21 .. 22 '• 23 24 1.30 0.90 .. •>-, 0.80 [ 0.80 0.30 1 Nil. a 1 Dry. '• 26 .. 27 " 28 •• 29 b 30 31 . a Water standing in pools. b Creek dry from May 29th to cud of scasan. liOSS CREEK DRAIXAGE BASIX 3G9 SESSIONAL PAPER No. 25c MoxTHLY Discharge of Boxelder Creek at Young's Rauchc, for 1913. (Drainage area, 100 square miles.) Discharge in Second-Feet. Run Depth in inches on Drainage Area. -Off. MoNTir. Maximum. Minimum. Mean. Per square Mile. Total in Acre-feet. Apr;i 31.00 0.00 1 . 60 0 . 00 9.770 0.344 0.098 0.003 0.110 0.003 581 May 21 Nil. July . Nil. Nil. Nil Nil. 0.113 602 ROSS CREEK DRAINAGE BASIN. General Description. Ross Creek rises in Elkwater Lake, a small body of water covering an area of approxima- tely two square miles, situated in township 8, range 3, west of the fourth meridian. The creek flows in a northerly direction as far as Irvine and then turns sharply to the west and closely parallels the main hne of the Canadian Pacific Railway to Medicine Hat. Here it is joined by Sevenpersons Rivei* and the combined flow empties into the South Saskatche- wan in section 32, township 12, range 5, west of the fourth meridian. The tributaries of Ross Creek are Bullshead Creek, which joins it in section 21, township 12, range 5, west of the fourth meridian, and Grosventre Creek, which joins it in section 14, township 11, range 3. west of the fourth meridian. The topography of this basin is exceedingly rough and rolling and almost totally devoid of tree growth. The one exception is a small area of the Forest Reserve just south of Ellavater Lake, which has a good stand of pine and spruce. The Canadian Pacific Railway takes the water supply for its tank at Irvine from Ross Creek. ROSS CREEK AT ROBINSON'S RANCHE. This station was established on October 11, 1911, bj' M. H. French. It is located on the N.W. 1/4 See. 24, Tp. 9, Rge. 3, W. 4th Mer., about 30 miles southeast of Medicine Hat. The gauge, which is a plain staff graduated to feet and hundredths, is nailed to a post sunk in the bed of the stream near the right bank; it is 720 feet S. 29" E. of the northeast corner Sec. 23, Tp. 9, Rge. 3, W. 4th Mer. The zero of the gauge (elev. 93.12) is i-ef erred to a permanent iron bench mark (assumed elev. 100.00) seven feet from the initial point for soundings and in line with the regular cross section. The channel is straight for about 75 feet above and 50 feet below the station. Both banks are high enough to carry all stages of the stream. The bed of the stream is composed of very coarse gravel and will not shift. The fall of the stream at this point is very great. Water runs here all summer, but at the lowest stage the flow ceases a short distance below- owing to seepage and evaporation. Discharge measurements are made at ordinary stages eighteen feet downstream from the gauge with a current meter by wading and at very low stages with a weir. The initial point for soundings is a five inch stake on the right bank 50 feet from the water's edge. It is painted red and is protected by a mound of stones. The final point for soundings is a stake on the left bank 103.2 feet from the initial point. During 1913, the gauge was read by James Robinson. 370 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Discharge Measurements of Ross Creek at Robinson's Ranehe, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. May 5 . June 11 July 5 July 30 H. D. St. A. Smith do Feel. 16.3 7.0 14.0 8.0 7.0 7.0 8.0 11.0 .Sq.-ft. 1 .IZ 1.71 6.15 2.28 1.91 1.90 2.64 3.67 Ft. per sec. 1.11 0.41 0.75 0.36 0.22 0.28 0.47 0.47 Feel. 1.60 1.23 1.49 1.25 1.24 1.27 1.34 1.42 Sec.-fl. 8.61 0.70 do 4.63 do 0.83 Sept. 3 Sept. 26 Oct. 16 do 0.43 do 0.54 do 1.25 Nov. 11 do 1.73 Daily Gauge-height and Discharge of Ross Creek, at Robinson's Ranehe, for 1913. April. May. June. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height Dis- charge. 1 Feet. 2.70 2.74 2.83 2.90 3.26 3.02 2.82 2.79 2.75 2.84 2.76 2.65 2.58 2.52 2.45 2.42 2.66 2.62 2.58 2.52 2.45 2.36 2.21 2.10 1.95 1.80 1.74 1.68 1.64 1.62 Sec.-fl. 57.0 59 .X) 63.0 66.0 82.0 71.0 62.0 61.0 59.0 63.0 60.0 55.0 52.0 49.0 46.0 45.0 55.0 54.0 52.0 49.0 46.0 42.0 35.0 31.0 24.0 17.4 14.8 12.1 10.4 9.5 Feel. 1.67 1.61 1.58 1.55 1.60 1.58 1.56 1.54 1.52 1.50 1.50 1.50 1.50 1.55 1.60 1.60 1.62 1.58 1.55 1.53 1.53 1.51 1.50 1.50 1.47 1.44 1.43 1.42 1.42 1.42 1.40 Sec.-fl. 11.7 9.1 7.8 6.6 8.6 7.8 7.0 6.2 5.6 4.9 4.9 4.9 4.9 6.6 8.6 8.6 9.5 7.8 6.6 5.9 5.9 5.2 4.9 4.9 4.1 3.4 3.2 3.0 3.0 3.0 2.6 Feet. 1.38 1.36 1.34 1.33 1.31 1.30 1.29 1.27 1.24 1.22 1.23 1.25 1.25 1.26 1.27 1.27 1.28 1.27 1.27 1.28 1.28 1.30 1.33 1.37 1.46 1.56 1.58 1.58 1.50 1.47 Sec.-ft. 2.30 1.91 3 1.60 4 1.47 1.20 6 1.06 7 1.00 8 0.89 9 0.74 10 0.65 11 . 0.68 12 0.78 13 0.78 14 0.84 15 0.89 16 0.89 17 . . . 0.95 18 0.89 19 0.89 20 . . . 0.95 21 0.95 22 1.06 23 1.47 24 2.20 25 . ': 3.90 26 27 7.00 7.80 28 7.80 29 4.90 30 4.10 31 • ROSS CREEK DRAINAGE BASIN 371 SESSIONAL PAPER No. 25c Daily Gauge-height and Discharge of Ross Creek, at Robinson's Ranche, for 1913. Concluded. Jul y. August. September. October. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 1.47 1.49 1.53 1.49 1.47 1.44 1.35 1.29 1.25 1.31 1.29 1.25 1.23 1.40 1.37 1.35 1.30 1.24 1.24 1.24 1.24 1.30 1.27 1.25 1.24 1.24 1.24 1.23 1.24 1.25 •1.24 Sec.-fl 4.10 4.60 5.90 4.60 4.10 3.40 1.74 1.00 0.78 1.20 1.00 0.78 0.69 2.60 2.20 1.74 1.06 0.74 0.74 0.74 0.74 1.06 0.89 0.78 0.74 0.74 0.74 0.69 0.74 0.78 0.74 Feet. 1.24 1.23 1.23 1.23 1.23 1.23 1.23 1.30 1.28 1.31 1.27 1.24 1.24 1.28 1.27 1.26 1.24 1.50 1.45 1.40 1.35 1.29 1.27 1.26 1.24 1.24 1.25 1.25 1.24 1.27 1.27 Sec.-fl. 0.74 0.69 0.69 0.69 0.69 0.69 0.69 1.06 0.95 1.20 0.89 0.74 0.74 0.95 0.89 0.84 0.74 4.90 3.60 2.60 1.74 1.00 0.89 0.84 0.74 0.74 0.78 0.78 0.74 0.89 0.89 Feet. 1.27 1.25 1.26 1.26 1.26 1.26 1.26 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.27 1.26 1.29 1.27 1.27 1.32 1.34 1.30 1.27 1.28 1.27 1.28 1.28 1.28 Sec.-fl. 0.89 0.48 0.55 0.55 0.55 0.55 0.55 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.62 0.55 0.75 0.62 0.62 0.98 1.14 0.82 0.62 0.68 0.62 0.68 0.68 0.68 Feel. 1.28 1.28 1.28 1.28 1.29 1.31 1.34 1.38 1.41 1.36 1.35 1.36 1.38 1.39 1.40 1.41 1.35 1.31 1.33 1.32 1.31 1.31 1.31 1.83a 2.31 1.70 1.36 1.31 2.51 1.81 1.56 Sec.-fl 0.68 2 0.68 3. 0.68 4 0.68 5 0.75 6 0.90 7 1.14 8 1.51 9 1.84 10 1.32 11 1.22 12 1.32 13 1.51 14 .• . 1.60 15 1.70 16 1.84 17 1.22 18 0.90 19: 1.06 20 0.98 21 0.90 22 0.90 23 0.90 24 12.00 25 26.00 26 8.20 27 1.32 28 0,90 29 32.00 30 11.40 31. 4.40 a High gauge height Oct. 24 to 31 due to open headgates at Elkwater Lake. Monthly Discharge of Ross Creek at Robinson's Ranche, for 1913. (Drainage area 36 square miles.) Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. April 82.00 11.70 7.80 5.90 4.90 1.14 32.00 9.50 2.60 0.65 0.69 0.69 0.48 0.68 46.700 6.000 2.080 1.690 1.130 0.658 3.950 1.300 0.166 0.058 0.047 0.031 0.018 0.110 1.45 0.19 0.06 0.05 0.04 0.02 0.13 2.779 369 June. . . 124 July 104 69 September 39 243a 1.94 3.727 ■ a High discharges, Oct. 24 to 31, due to opening of headgates at Elkwater Lake. GROSVENTRE CREEK AT TOTHILL's FARM. This station was established on October 10, 1911, by M. H. French. It is located beside Tothill's house in the S. E. Vt Sec. 27, Tp. 9, Rge. 4, W. 4th Mer., about 28 miles southeast of Medicine Hat. 372 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 The gauge, which is a plain staff graduated to feet and hundreths, is nailed to a post sunk in the bed of the stream near the right bank and is 755 feet N. 60" W. of the northeast corner of Sec. 21, Tp. 9, Rge. 4, W. 4th Mer. The zero of the gauge (elev. 83.89) is referred to a permanent iron bench mark (assumed elev. 100.00, situated on the right bank. The channel is straight for fifty feet above and 100 feet below the station. The right bank is very liigh and brush covered. The left bank is low and produces a wide channel at high stages. The bed of the stream is coarse gravel and is not liable to shift. Discharge measurements are made during liigh stages with a current meter by wading at a point about 18 feet downstream from the gauge. The initial point for soundings is the face of a four inch stake driven in the left bank against a large rock and marked "I. P." in knife cuts. At low stages gaugings are made with a weir, 88 feet downstream from the gauge. During 1913, the gauge was read by Mrs. Kate Tothill. Discharge Me.\suremexts of Grosventre Creek at Tothill's Farm, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Height. Discharge. Mav 5 June 11 H. D. St. A. Smith Feet. 13.5 Sq.-ft. 5.69 Ft. per sec . 0.33 Feet. 0.74 Sec.-ft. 1.870 July 5 do ::::::::::::::;::::: 0.54 b 0.174 July 30 do a Sept. 2 do Sept. 24 Oct. 16 do a do a Nov. 10 do 0.62 b 0.245 a Creek dry. b Weir measurement. Daily Gauge-height axd Discharge of Grosventre Creek, at Tothill's Farm, for 1913. April. May. June. D.\Y. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feel. 2.03 Sec.-fl. 85.00 Feel. 0.75 Sec.-fl. 1.95 Feet. 0.44 Sec.-fl. 0.04 2 1.83 67.00 1.81 65.00 1.91 74.00 2.43 119.00 0.67 1 0.67 0.75 i 1.95 0.72 ! 1.47 0.69 1 1.03 0.71 i 1.31 0.67 1 0.67 0.71 ' 1.32 0.40 1 Nil. 3 ■ 0.38 4 0.32 0.31 Dry. • • • ■ 6 2.12 1.83 1.63 1.41 1.39 1.43 1.33 1.31 1.21 1.00 1.13 0.99 0.92 0.83 0.82 0.77 0.77 0.65 0.61 92.00 67.00 50.00 32.00 30.00 33.00 26.00 25.00 18.40 8.50 14.10 8.20 5.80 3.50 3.30 2.30 2.30 0.55 0 .11 7 8 9 0.75 0.71 0.71 0.73 0.78 1.00 0.92 0.91 1.95 1.32 1.32 1.63 2.50 8.50 5.80 5.50 10. .' 11 12 13 14 15 16 17 0.89 5.00 18 0.83 0.76 0.73 0.70 0.68 0.66 0.64 3.50 2.10 1.63 1.15 0.91 0.67 0 49 19 20 21 22 j 23 • • 1 24 25 0.59 0.23 0.53 0.13 0.53 0.13 0.55 0.15 0.64 0.49 0.62 0.37 0 62 0 37 26 0.59 0.58 0.56 0.56 0.52 0.50 0.23 0.21 0.17 0.17 0.12 0.10 1 27 0.67 0.67 28 0.70 1.15 29 0.65 0.55 30 0.59 0.23 31 1 ' ROSS CREEK DRAIXAGE BASIX o7:J SESSIONAL PAPER No. 25c Daily Gauge-height and Discharge of Grosventre Creek, at Tothill's Farm, for 1913. July. j August. September. ' October. D.\Y. Gauge Height. Dis- charge. Gauge Dis- i Gauge Height, charge. Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 0.53 0.52 0.50 0.54 0.56 0.52 0.44 0.37 Dry. 0.40 0.37 Dry. ! Sec.-fl. Feet. Sec.-fl. Feel. 0.13 1 Drv. 1 Nil. Dry. Sec.-fl. 1 Feet. Nil. Dry. Sfc.-/t. Nil. 2 0.12 0.10 0.14 0.17 0.12 ' •• 0.04 : •• " 0.00 '• •' "' 3 4. 5 :n 0.38 0.42 0.43 6 7 8 9 10 11 Nil. •; " 12 13 0.00 ! 0.00 " 1 14 15 Nil. •• 16 17 18 19 1 •' ; " 20 1 •' 22 24 27 0.02 29 0.03 30 0.41 0.01 31 1 .. .. .. 1 .. .. 0 45 0 05 Monthly Dischar ge of Grosventre Creek at Tothill's Farm, for 1913. DiscH.^^RGE IN Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Total in Drainage , Acre-feet. Area. 119.00 8.50 1.15 0.17 0.13 0.10 0.00 0.00 27.800 1.800 0.088 0.026 1.740 1.940 1,654 0.112 0.129 111 June 0.006 0.007 5a 0.002 0.002 26 c '■ c 0.05 0.00 0.004 6 666 6. 000 '/ 2.078 j 1,772 0 Creek dry July 7-31. d Creek started running Oct. 28. ROSS CREEK AT IRVINE. This station was established on July 28, 1909, by F. T. Fletcher. It is located at tlie traffic bridge in the town of Irvdne, on the X. W. Vi See. 31, Tp. 11, Rge. 2, W. 4th Mer.. about 400 j^ards below the Canadian Pacific Railway Company's dam. The gauge, which is a plain staff graduated to feet and hundredths, is spiked to the downstream pile of the second row from the left abutment. The zero of the gauge (elev. 77.35) is referred to a permanent iron bench mark (assumed elev. 100.00), located on the left bank of the creek 66.5 feet east of the end of the upstream handrail. 374 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 The stream flows in one channel, which is shghtly curved for 75 feet above the station and almost straight for 600 feet below. The banks are composed of cla5^ and are high and not liable to overflow. The bed is composed of sand and gravel and may shift at high stages. Discharge measurements are made from the downstream side of the bridge during high stages of the stream, and during low water it is waded. During extreme low water a weir is used. During 1913, the gauge was read by H. E. Price. Discharge Measurements of Ross Creek at Irvine, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 15 F. R. Steinberger Feet. 17.0 17.0 Sg.-feel. 26.80 .32 . 40 Fl. per sec. 1.55 1.65 1.05 0.18 0.41 0.22 0.19 0.24 Feet. 2.30 2.62 1.41 0.78 0.70 0.69 0.70 0.72 0.73 0.74 0.72 Sec.-ft. 43.00 April 17 do 53.00 May 8 do 13.0 9.51 10.00 May 29 do 7.5 1.0 1.47 0.10 0.34 0.44 0.20 0.26 June 20 do 0.41 July 10 do 3.4 0.08 July 24-. do 3.4 2.0 0.08 Aug. 20 do ' 0.05 Sept. 11 do b0.06 Sept. 30 . . do bO.lO Oct. 21 do b0.03 1 b Weir measurement. Daily Gauge-height and Discharge of Ross Creek, at Irviue, for 1913. April. May. June. Day. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feel. 4.01 6.06 6.09 7.01 6.05 5.06 5.04 4.00 3.01 3.02 3.03 3.00 2.68 2.56 2.45 2.30 2.27 2.26 2.26 2.25 1.97 1.97 1.88 1.79 1.75 1.70 1.67 1.63 1.60 1.58 Sec.-ft. 110.0 192.0 193.0 230.0 191.0 152.0 151.0 109.0 70.0 70.0 71.0 69.0 56.0 52.0 47.0 41.0 40.0 40.0 40.0 39.0 28.0 28.0 25.0 21.0 20.0 18.3 17.3 16.1 15.1 14.5 Feet. 1.54 1.52 1.60 1.59 1.57 1.54 1.87 1.41 1.95 1.92 1.90 1.98 1.96 1.84 1.82 1.80 1.79 1.77 1.80 0.90o 0.90 0.85 0.85 0.85 0.80 0.80 0.80 0.78 0.75 0.80 0.80 Sec.-ft. 13.30 12.80 15.10 14.80 14.20 13.30 24.00 10.00 27.00 26.00 25.00 28.00 28.00 23.00 22.00 22.00 21.00 21.00 22.00 1.12 1.12 0.67 0.67 0.67 0.32 0.32 0.32 0.23 0.10 0.32 0.32 Feet. 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.79 0.79 0.78 0.77 0.75 0.75 0.74 0.72 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 1.00 1.40 1.35 1.20 1.10 1.10 Sec.-ft. 0.32 2 0.32 3 , 0.32 4 ::;:::::::::::::::::::...:: 0.32 5 0.32 6 7 0.32 0.32 8 0.28 9 0.28 10 0.23 11 0.19 12 0.10 13 0.10 14 ". 0.08 15 0.05 16 ... 0.02 17 0.02 18 0.02 19 0.02 20 0.02 21 ; 0.02 22 0.02 23 0.02 24 : 0.02 25 2.20 26 9.80 27 8.60 28 .. . . 5.60 29 3.80 30 3 80 31 1 a C. P. R. head gates at Elkwater Lake closed ROSS CREEK DBA IX AGE BASIN 375 SESSIONAL PAPER No. 25c Daily Gacge-height and Discharge of Ross Creek, at Irvine, for 1913. — Concluded. Day. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 July. Gauge Height. Feet. 1.06 0.96 0.80 0.76 0.74 0.72 0.70 0.70 0.70 0.70 0.72 0.65 0.55 1.45 1.35 1.25 1.20 1.15 1.10 1.05 1.00 0.95 0.93 0.90 0.89 0.89 0.85 0.84 0.82 0.80 0.79 Dis- charge. Sec.-fl. 3.10 1.77 0.32 0.14 0.08 0.05 0.02 0.02 0.02 0.02 0.05 0.01 0.00 10.90 8.60 6.60 5.60 4.60 3.80 3.00 2.20 1.65 1.44 1.12 1.03 1.03 0.67 0.60 0.46 0.32 0.28 August. September. October. Gauge Height. Feet. 0.75 0.73 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.76 1.30 1.20 0.90 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 0.74 Dis- charge. Sec.-ft. 0.10 0.07 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.05 0.14 7.60 5.60 1.12 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 0.08 Gauge Height. Feet. 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0,70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 Dis- charge. 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 Gauge Dis- Height. I charge. Sec.-ft. Feet. 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 0.70 Sec.-ft. 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 0.02 Monthly Discharge of Ross Creek at Irvdne, for 1913. (Drainage area, 251 square miles.) Discharge in Second-Feet. Run-Off. I Maximum. Minimum. I Mean. April May June July August. . . . September. October. . . The period 14.50 0.10 0.02 0.00 0.05 0.02 0.02 72.200 12.500 1.250 1.920 0.524 0.020 0.020 Depth in Persquarej inches on. Total in Mile. Drainage i Acre-feet. Area. 0.288 0.050 0.005 0.008 0.002 0.0001 0.0001 0.3200 0 . 0600 0 . 0060 0.0090 0 . 0020 n 0001 4.296 769 74 118 32 1 1 5,291 BULLSHEAD CREEK AT CLARK S RANCHE. This Station was established on October 9, 1911, bv M. H. French. It is located at Clark's house in the N. W. M See. 15, Tp. 9, Rge. 5, W."4th Mer., about 25 miles south of Medicine Hat. The gauge, which is a plain stafif graduated to feet and liundredths. is nailed to a post sunk in the bed of the stream near the left bank. The zero of the gauge (elev. 88.45) is refered to a permanent iron bench mark (assumed elev. KXJ.OO), situated on the left bank 3-300 feet N. 680 W. from the quarter mound on the east boundary of Sec. 15, Tp. 9, Rge. 5, W. 4th Mer. 376 STREAM MEASURE MEXTS, 1013 4 GEORGE v., A. 1914 The channel is curved for 100 feet above and straight for 200 feet below the gauge. Both banks are grassy and high and will not overflow. The bed is coarse gravel and is not liable to shift. Discharge measurements at high stages are made with a current meter by wading. The intial point for soundings is the face of a four-inch stake, driven in the left bank 113 feet downstream from the gauge and marked "I. P." in knife cuts. At low stages measurements are made with a weir, 300 feet downstream. During 1913, the gauge was read by W. E. Clark. The headgate of Mrs. Clark's irrigation ditch is about a mile above this station. Water was diverted during the month of September. Discharge Measurements of Bullshead Creek at Clark's Ranche, in 1913. Hydrographer. Width. Area of Section. Mean Velocity . Gauge Height. Discharge. May 6 | H. D. St. A. Smith. June 11 do July 5 do July 30 do Sept. 2 do Sept. 24 do Oct. 16 do Feet. 7.0 "'7.'6' Xov. 10. do 5.5 Sq.-ft. 3.85 2.66' Ft. per sec. 0.61 6.28 " Feet. 1 Sec.-fl. 1.30 I 2.36 ' l.'io' ' I 6,'57 0.45 1 05 bO 05 1 15 0 42 1 18 0 68 a No flow, water standing in pools. b Weir measurement. Daily Gauge-height and Discharge of Bullshead Creek, at Clark's Ranche, for 1913. Day. April. May. Gauge Height. Dis- charge. Gauge Height. Dis- charge. June. Gauge Dis- Height. icharge. 6. 7. 8. 9 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26.. 27.. 28.. 29.. 30.. 31.. Feet. 2.10 3.00 3.50 3.75 4.25 1.75 1.75 1.75 1.55 1.50 1.50 1.44 1.39 1.35 1.35 1.32 1.30 1.29 1.25 1.25 Sec.-fl. 38.00 140.00 236.00 292 . 00 420.00 343.0 236.0 236.00 184 . 00 78.00 104.00 104.00 104.00 38.00 17.00 14.20 14.20 14.20 TAQ 6.30 6.30 5.10 1.54 Feel. 1.21 1.30 1.30 1.30 1.30 1.25 1.25 1.25 1.25 1.25 1.20 1.20 1.22 1.39 1.58 1.40 1.38 1.31 1.29 1.27 1.26 1.24 1.22 1.20 1.17 1.15 1.15 1.13 1.13 1.12 1.06 Sec.-ft. 1.54 1.54 1.54 1.54 1.54 0.90 0.90 1.16 4.10 8.30 4.30 4.0 2.6 2.10 1.87 1.70 1.41 1.16 0.90 0.61 0.42 0.42 0.32 0.32 0.26 0.08 Feet. tSec.-fl. 1.05 1.05 1.06 1.04 1.02 1.02 1.02 1.01a 1.00a 0.58a 0.06 0.06 0.08 0.05 0.04 0.04 0.04 0.03 0.02 0.01 1 0.95a 0.00 1 0,95a Nil. 0.95a ; 1.08 1 0.12 1.04 0.05 1.04a 0.05 1.10a 0.16 1.09a 0.14 1.08a 0.12 1.07 0.10 1.10 ■ 0.16 1.10 ; 0.16 1.12 . 0.26 1.14 0.37 1.20 0.90 1.24 1.41 1.24 1.41 1.17 0.61 1.15 0.42 1.15 0.42 fl Gauge height interpolated. ROSS CREEK DRAIXAGE BASIX SESSIONAL PAPER No. 25c Daily Gauge-height and Discharge of Bullshead Creek, at Clark's Ranche, for 1913. Concluded. July. August. September. October. D.A.Y. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. 1.11 1.10 1.10 1.10 1.10 1.07 1.04a 1.03a 1.02a 1.00a 0.95a 0.95a 0.95a 1.04 1.04 1.00a 0.95a 0.95a 0.93a 0.92a 0.92a 1.19 1.23 1.21 1.13 1.04 1.00a 0.95a 0.95a 0.95a 0.95a Sec.-ft. 0.21 0.16 0.16 0.16 0.16 0.10 0.05 0.04 0.04 0.02 Nil.6 0.05 0.05 0.02 Nil.6 0.80 1.28 1.03 0.32 0.05 0.02 Nil.6 Feet. "i!46' 1.19 1.09 1.04 1.04 1.04 0.95 Sec.-ft. Nil.6 5.50 0.80 0.14 0.05 0.05 0.05 Nil.6 Feet. Sec.-ft. Nil.6 " Feet. 1.08 1.08 1.08 1.08 1.08 1.08 1.12 1.14 1.12 1.13 1.13 1.13 1.12 1.12 1.16 1.18 1.14 1.14 1.14 1.14 1.14 1.19 1.19 1.19 1.19 1.19 1.19 1.19 1.19 1.19 1.19 Sec.-ft. 0.12 2 0.12 3 0.12 4 0.12 5 0.12 H 0.12 0.26 8 ;..:.::.:..:: 0.37 9 0.26 10 0.32 11 0.32 12 0.32 13 0.26 14 15 16 17 18 19 0.26 0.52 0.71 0.37 0.37 0.37 20 0.37 21 ., 0.37 22 0.80 23 1.19 1.09 1.09 1.08 1.08 1.08 1.08 1.08 0.80 0.14 0.14 0.12 0.12 0.12 0.12 0.12 0.80 24 0.80 25 0.80 26 0.80 0.80 28 0.80 29 0.80 30 0.80 31 -0.80 a Gauge height interpolated. 6 Water standing in pools. Monthly Discharge of Bullshead Creek at Clark's Ranche, for 1913. (Drainage area, 53 square miles.) Discharge in Second-Feet. Run-Off. Month. Maximum. Minimum. Mean. Per square Mile. Depth in inches on Drainage Area. Total in Acre-feet. April May. 42.00 8.30 1.41 1.28 5.50 0.80 0.80 1.54 0.08 0.00 0.00 0.00 0.00 0.12 88.600 1.810 0.243 0.152 0.212 0.056 0.457 1.670 0.034 0.004 0.004 0.004 0.001 0.009 1,860 0,039 5,273 111 0.004 13 July -August September October 0.005 0.005 0.001 0.010 9 13 3 28 1.924 5,450 378 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 STARKS AND BURTON DITCH NEAR WOOLCHESTER. This station was established on October 9, 1911, by W. A. Fletcher. It is located on the S. E. 14 See. 17, Tp. 11, Rge. 5, W. 4th Mer., about 260 feet below the headgate of the ditch and ten miles south of Medicine Hat. The gauge, which is a plain staff graduated to feet and inches, is nailed to a post at the right bank. The zero of the gauge (elev. 97.87) is referred to the top of a stake (assumed elev. 100.00), in the right bank and six feet upstream from the gauge. The channel is straight for 250 feet above and 50 feet below the gauge. The cross section is uniform and the bed and banks are sandy. Discharge measurements during high water are made with a current meter by wading. The initial point for soundings is the top of the bench mark. Ordinary discharge are measured with a weir. Daily gauge heights were not obtained during 1913. The ditch flowed for about 10 days from April 28th to May 8th. Discharge Measurements of Starks and Burton Ditch near Woolchester, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. May 7 H. D. St. A. Smith Feel. 7 0 Sq.ft. 2.12 Ft. per sec. 1.42 Inches. 7 Sec.-fl. 3.10 BULLSHEAD CREEK NEAR DUNMORE. This station was estabUshed July 26., 1909, by F. T. Fletcher. It is located at the traffic bridge on the S. E. M Sec. 16, Tp. 12, Rge. 5, W. 4th Mer. It is four miles from Medi- cine Hat, and one mile above the junction of Ross and BuUshead Creeks. The gauge, which is a plain staff graduated to feet and hundredths, is spiked to the upstream side of the left abutment. The zero of the gauge (elev. 89.48) is referred to a permanent iron bench mark (assumed elev. 100.00), located 15 feet south of left abutment of bridge. The stream flows in one channel, which is straight for about 200 feet above and 450 feet below the station. The banks are high, clean and not liable to overflow. The bed is composed of sand and shifts. During high water, discharge measurements are made frorn the bridge, but during low water the discharge is measured by wading, or by means of a weir. A competent observer could not be secured during 1913, and there are therefore no records of the daily discharge. Discharge Measurements of BuUshead Creek near Dunmore, in 1913. Date. Hydrographer. Width. Area Mean of Section. Velocity. Gauge Height. Discharge. April 14 May 5 May 28 July 8 F. R. Steinberger do Feet. 34.5 6.0 Sq. ft. Ft. per sec. 26.40 1.74 1.70 0.39 Feet. Sec. -ft 2.16 46.00 1.22 0.66 do a 0.04 Xil. do Dr>'. July 19 Aug. 19 Sept. 10 Sept. 29 Oct. 20 do Dry. Xil. do ... a 0.26 Xil. Nil. a 0.05 do Dry. do Dry. do a Weir measurement. SEVEXPERSOXS RIVER DRAIXAGE BASIX 379 SESSIONAL PAPER No. 25c SEVENPERSONS RIVER DRAINAGE BASIN. General Description. Sevenpersons River lies between the South Saskatehewala River and the Cj'press Hills, and empties into the South Saskatchewan River at Medicine Hat. The drainage area consists mostly of open level prairie which has a small rainfall and a run-off confined chieflly to the spring freshet. The creek has a considerable flow during the month of April but the discharge decreases to nil about June. There are no irrigation works of importance on this stream and the records are valuable chiefly for statistical purposes. SEVENPERSONS RIVER AT MEDICINE H.\T. This station was estabUshed on April 27, 1910, by H. R. Carscallen. It is located in the X. E. M Sec. 30, Tp. 12, Rge. 5, W. 4th Mer., at the bridge on the road from Medicine Hat to Dunmore Junction and about one and a half miles east of the Canadian Pacific Railway station at Medicine Hat. The gauge, which is a plain staff graduated to feet and hundredths, is attached to the east or right abutment of the bridge. The zero of the gauge (elev. 86.68) is referred to a per- manent iron bench mark (assumed elev. 100.00), located 100 feet north of the mound and 64 feet northwest of the left abutment. The channel is straight for about 100 feet above and below the station. Both banks are high and wooded. The stream bed is sandy and liable to change at high water. During high water stages, discharge measurements are made with a current meter. The initial point of soundings is the inner face of the left abutment of the bridge. Low water measurements are made wath a weir. During 1913 the gauge was read by Chas. Pickering. Discharge Measurements of Sevenpersons River at Medicine Hat, in 1913. Date. Hydrographer. Width. Area of Section . Mean Velocity. Gauge Height. Discharge. April 14 F. R. Steinberger Feet. 46.0 17.0 6.5 2.0 Sq.ft. 56.10 7.98 1.90 0.31 Ft. per sec. 2.48 0.76 0.12 0.07 Feet. 3.88 2.38 2.05 1.97 1.96 1.89 2.01 Dry. 1.89 2.0.5 Sec.-fl. 139.000 May do 6.060 May 28 19 8 do 0..30 June do 0.022 July do 0.012 July 24 do ...... 0. 05 Aug. 19 do 0.123 Sept. 10 29 do Nil. Sept. do i 0.010 Oct. 20 do 0.193 ; No. 25c.— 25 380 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gauge-height and Discharge of Sevenpersons River, at Medicine Hat, for 1913. a Xo observations July 13-Oct. 4. ^Monthly Discharge of Sevenpersons" River at Medicine Hat, for 1913. (Drainage area, 442 square miles.) April. May June. July. October. D.A.Y. Gauge Height. ' Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 Feet. Sec.-ft. Feet. 2.43 2.43 2.47 2.43 2.43 2.43 2.43 2.43 2.45 2.45 2.43 2.43 2.48 2.53 2.48 2.43 2.38 2.33 2.28 2.21 2.17 2.16 2.14 2.13 2.11 2.03 1.98 2.00 2.00 2.00 2.00 Sec.-ft. 7.90 7.90 9.10 7.90 7.90 7.90 7.90 7.90 8.50 8.50 7.90 7.90 9.40 11.20 9.40 7.90 6.40 4.90 3.60 2.20 1.55 1.40 1.10 .95 .65 .14 .05 .07 .07 .07 : .07 Feel. 1.95 1.90 1.90 1.85 1.70 1.60 1.50 1.40 1.40 1.45 1.52 1.56 1.64 1.65 1.65 1.74 1.78 1.80 1.85 1.89 1.90 2.12 2.13 2.15 2.23 2.16 2.14 2.10 2.09 2.09 Sec.-ft. .01 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .00 .80 .95 1.25 2.60 1.40 1.10 .50 .44 .44 Feet. 2.08 2.10 1.99 1.98 1.95 1.95 1.95 1.95 1.93 1.93 1.91 1.91 a Sec.-ft. .38 .50 .06 .05 .01 .01 .01 .01 .01 .01 .00 .00 Feet. Sec.-ft. 2 3 5.20 5.26 5.32 5.40 5.45 5.52 5.30 4.61 4.30 4.10 4.08 3.85 3.76 3.72 3.57 3.51 ^ 3.43 3.42 3.12 3.01 2.93 2.88 2.83 2.73 2.53 2.43 2.43 2.43 349.0 359.0 368.0 381.0 389.0 400.0 365.0 255.0 205.0 173.0 170.0 134.0 121.0 116.0 95.0 87.0 78.0 76.0 46.0 37.0 32.0 29.0 26.0 20.0 11.2 7.9 7.9 7.9 4 5 6 7 8 2.00 2.01 2.01 2.01 2.01 2.00 2.00 2.01 2.01 2.01 2.01 2.01 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 " ".'07' .10 .10 10 9 10 n 12 13 !io .07 .07 .10 10 14 10 15 10 16 10 17 07 18 07 19....- 07 20 07 21 07 22 07 23 07 24 07 25 07 26 .07 27 1 07 28 , .07 > 29 ■ .07 30 07 31 07 i Discharge ix Second-Feet. Run-Off. Month. Depth in Ma.ximum. Minimum. Mean. Per square inches on Total in Mile. Drainage .\cre-feet. Area. April (3-30) 400.0 7.90 i 155.20 .351 .36 8,619 May 11.20 .05 5.11 .012 .01 314 June 2.60 .00 .316 .001 .00 19 July (1-12) .38 .00 .088 .000 .00 2 August (a) , September (a) October (5-31) .10 ' .07 .080 .000 .00 4 The period .37 8,958 a Xo observations in these months. QV'APPELLE RIVER DRAIXAGE BASIX SESSIONAL PAPER No. 25c 381 QU'APPELLE RIVER DRAINAGE BASIX. General Description. Qu'Appelle River rises in Township 23, Range 4, West of the Third Meridian, and flows eastward into the Assiniboine River in Township 28, Range 17, West of the Fii-st IMeridian. These waters eventually find their way into Hudson's bay through the Red River, Lake Winnipeg and Xelson River. The chief tributaries of Qu'Appelle River are Moosejaw Creek, Last Mountain Lake, Waseanna Creek and Loon Creek. Last Mountain is the largest lake in the basin, being some sixty miles long and from one to three miles wide. ' The valley of the main stream is from two to three hundred feet deep, with a flat from one to three miles wide along the river. This flat is covered in many places with brush, and the side hills are in many places well wooded. The bench lands above the river are mostly level prairie, much of which is now under cultivation. The mean annual rainfall at ]Moose Jaw is fourteen inches, at Regina fifteen inches, and at Indian Head nineteen inches. The streams are frozen during the T\inter months, and there is usually an abundant snow fall. There are several in-igation and many industrial water rights in this basin. qu'appelle river at lumsdex. This station was established on ]May 12, 1911, by J. C. Keith. It is located at a private bridge on the premises of ;Mr. Jas. McEwan, on the X.W. U Sec. 33, Tp. 19, Rge. 21, W. 2nd ISIer., in the north end of the town of Lumsden; it is about three miles below the mouth of Wascana Creek and a httle over a mile above the mouth of Boggy Creek. The gauge, which is a plain staff graduated to feet and hundredths, is fastened to the downstream side of the left abutment of the bridge. The zero of the gauge (elev. 85.33) is referred to a permanent iron bench mark (assumed elev. 100.00), located on the right bank of the river, 34 feet from the southeast corner of the bridge. The channel is straight for 200 feet above and below the station. Both banks are fairly high but liable to overflow in an excessive flood. The bed of the stream is composed of gravel and is not likely to shift. The current is moderate. Discharge measurements are made from the bridge during flood stages and bj' wading during low stages. During 1913 the gauge was read by Jas. ]McEwen and J. G. ]SIiller. Discharge ^Measurements of Qu'Appelle River at Lumsden, in 1913. Date. Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. Jan. 24 Mar. 15 0. H. Hoover do Feet. 17 27.5 50 27 27 27 27 27 24 24,1 23.0 21.0 14.0 Sq. ft. 27 22.9 311.5 259 137 122 132 125.3 31.8 33.5 20.6 25.3 9.26 Ft. per sec. 00 1.15 1.39 1.50 0.62 0.24 0.012 0.29 0.23 0.30 0.301 0.358 0.234 Feet. 1.75 3.86 10.50 8.32 4.24 3.17 3.78 3.62 2.70 2.66 2.52 2.58 2.47 Sec.-fl. Nil. 26.0 Mar. 31 do 433.0 Apr. 16 do 390.0 Mav 14 do 85.4 June 10 do 29.2 July 8 do 15.7a Aug. 23 do 37.0 Sept. 25 do 7.1 Oct. 8 do 10.0 • 31 _ do 6.0 Xov. 21 do 9.0 Dec. 23 F. R. Steinberger. . . . .- 2.2 a Not reliable. Xo. 2oc.— 2.5i 382 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Daily Gatjge-height and Discharge of Qu'Appelle River, at Lumsden, for 1913. January February March April May June D.i^Y. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. 1 2 3 Feet. 1.96 1.96 1.95 1.92 1.92 1.90 1.85 1.86 1.86 1.81 1.81 1.80 1.75 1.79 1.77 1.83 1.80 1.80 1.80 1.76 1.75 1.78 1.75 1.75 1.76 1.75 1.76 1.75 1.76 1.76 1.74 Sec.-fl. 2.7a 2.4 2.2 2.5 2.6 2.4 2.1 1.7 1.3 1.0 0.5 Nil. 0.2 0.6 1.2 1.7 2.4 3.0 3.4 Feel. 1.71 1.75 1.75 1.72 1.71 .1.71 1.70 1.68 1.68 1.70 1.70 1.65 1.66 1.70 1.66 1.67 1.72 1.76 1.75 1.74 1.72 1.75 1.74 1.73 1.76 1.74 1.74 1.74 Sec.-fl. 2.6 2.0 1.7 1.7 1.8 2.0 2.0 2.0 2.3 2.8 3.1 2.7 2.7 3.1 3.5 3.6 3.7 3.6 3.4 3.3 3.0 2.8 2.6 2.3 2.0 1.6 1.2 0.6 Feet. 1.74 1.70 1.74 1.69 1.75 1.69 1.71 1.76 1.77 2.13 4.90 5.22 4.46 4.43 3.90 3.36 2.85 2.70 2.46 2.15 2.03 1.95 1.95 1.85 1.87 1.83 1.83 1.81 2.61 8.46 10.68 Sec.-fl. Nil. 1.0 2.2 5.5 137.0 163.0 102.0 99.0 61.0 31.0 22.8 13.4 10.2 6.5 4.2 3.0 2.5 2.2 2.1 2.0 1.7 1.7 1.7 484.0a 728.0 Feel. 11.40 11.38 10.48 9.60 8.69 4.58 9.76 11.02 9.95 9.30 9.35 9.60 9.52 9.46 9.28 8.22 7.77 7.59 6.36 5.69 5.44 5.31 5.31 5.39 5.83 4.89 4.58 4.45 4.57 4.61 Sec.-fl. 807 805 706 609 509 607 627 765 648 576 582 609 600 594 574 457 408 388 265 203 181 170 170 176 171 136 111 101 111 174 Feel. 4.48 4.39 4.41 4.45 4.51 4.52 4.53 4.29 4.21 4.15 4.17 4.32 4.25 4.23 4.21 4.32 4.25 4.16 4.07 3.96 3.91 3.97 4.03 3.99 3.97 3.91 4.02 3.99 4.10 4.03 4.15 Sec.-fl. 103 96 100 101 106 107 107 88 83 79 80 91 86 84 83 91 86 79 73 65 62 66 70 67 66 62 69 67 75 70 79 Feel. 3.97 4.11 4.15 3.92 3.82 3.91 3.66 3.52 3.28 3.19 3.53 3.65 3.67 3.66 3.74 3.67 3.59 3.56 3.53 3.46 3.50 3.50 3.55 3.59 3.67 3.55 3.55 3.53 3.61 3.73 Sec.-fl. 66 76 79 4 5 6 7 8 62 55 62 46 39 9 28 10 11. . . 25 40 12 13 14 15 16 17 18 45 47 46 50 47 42 41 19 40 20 36 21 38 22 23 38 40 24 42 25 26 47 40 27.. 40 28 40 29 44 30 50 31 a Jan. 1 to Mar. 30 — ^ice conditions. QirAPPELLE RIVER DRAINAGE BASIN 383 SESSIONAL PAPER No. 25c Dailt Gauge-height and Discharge of Qu'Appelle River, at Lumsden, for 1913. Concluded. July. August. September. October. November. December. D.\Y. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. Dis- charge. Gauge Height. DiS- ciiarge. Gauge Height. Dis- charge. 1 Feet. 3.52 3.51 3.61 3.57 3.57 3.46 3.59 3.47 3.60 3.63 3.89 4.02 4.21 4.02 3.93 3.99 3.90 3.80 3.74 3.73 3.73 3.64 3.56 3.41 3.39 3.66 3.37 3.32 3.37 3.46 3.47 Sec.-ft. 39 39 44 42 42 36 42 37 43 45 60 69 83 69 63 67 61 54 50 50 50 45 41 34 33 46 32 30 32 36 37 Feet. 3.32 3.29 3.20 3.36 3.27 3.15 3.39 3.31 3.18 3.15 3.13 3.09 3.17 3.24 3.25 3.31 3.21 3.48 3.63 3.62 3.64 3.65 3.57 3.50 3.45 3.26 3.49 3.54 3.26 3.35 3.17 Sec.-ft. 30 29 25 31 28 23 33 29 24 23 22 21 24 27 27 29 25 37 45 44 45 46 42 38 35 27 37 40 27 31 24 Feet. 3.17 3.16 2.97 3.05 3.21 3.17 3.03 2.73 2.80 3.13 3.04 2.89 2.65 2.99 2.97 2.89 2.79 2.89 3.63 2.99 2.83 2.57 2.96 2.85 2.64 2.67 2.65 2.67 2.64 2.73 Sec.-ft. 24.0 23.0 16.1 19.0 25.4 23.4 18.2 9.6 11.0 22.0 19.6 13.7 8.0 16.7 16.1 13.7 11.8 13.7 45.0 16.7 11.9 6.4 15.8 12.5 7.8 8.4 8.0 8.4 7.8 9.6 Feet. 2.73 2.63 2.76 2.72 2.67 2.75 2.83 2.67 2.70 2.83 2.70 2.65 2.67 2.87 2.67 2.63 2.77 2.75 2.84 2.55 2.53 2.67 2.71 2.85 2.86 2.55 2.81 2.73 2.61 2.65 2.50 Sec.-ft. 9.6 7.6 10.2 9.2 8.4 10 11.9 8.4 9.0 11.0 9.0 8.0 8.4 13.1 8.4 7.6 10.4 10.0 12.2 6.0 5.6 8.4 9.2 12.5 12.8 6.0 11.3 9.6 7.2 8.0 5.0 Feet. 2.53 2.62 2.61 2.38 2.50 2.53 2.60 2.58 2.46 2.28 2.49 2.53 2.53 2.49 2.31 2.49 2.54 2.45 2.55 2.51 2.58 2.45 2.47 2.39 2.50 2.40 2.42 2.43 2.59 2.52 Sec.-ft. 6.1a 6.2. 6.5 7.0 7.4 7.4 7.2 6.4 6.6 7.7 7.6 7.7 7.5 7.2 7.1 7.2 7.2 7.5 7.9 8.4 9.0 8.9 8.7 8.3 8.0 7.8 7.7 7.5 7.4 7.2 Feet. 2.55 2.50 2.50 2.50 2.49 2.47 2.42 2.38 2.44 2.42 2.40 2.46 2.47 2.41 2.43 2.46 2.46 2.46 2.46 2.45 2.45 2.41 2.41 2.42 2.41 2.44 2.37 2.40 2.41 2.41 2.40 Sec.-ft. 6.9 2 6.6 3 6.2 4 5.7 5 5.3 6 5.1 7 5.0 8 5.0 9 4.9 10 4.8 11 4.6 12 4.0 13 3.2 14 3.1 15 3.2 16 3.3 17. . 3.4 18 3.5 19. . 3.4 20 3.2 21 2.8 22 2.6 23 2.3 24 2.2 2.3 26 2.3 27 2.5 2.5 29 2.6 30 31. 2.7 2.7a a Nov. 1 to Dec. 31 — ice conditions. Monthly Discharge of Qu'Appelle River at Lumsden, for 1913. (Drainage area, 6,160 square miles.) Month. Discharge in Second-Feet. Run-Off. Depth in Maximum. Minimum. Mean. Per square Mile. inches on Drainage Area. Total in Acre-feet. January 3.4 0.0 10.90 0.0020 0.002 670 February 3.7 0.6 2.49 0.0004 0.000 138 March 163.0 0.0 60.90 .0090 0.010 3,745 April 807.0 101.0 428.00 0.0700 0.080 25,468 May 107.0 62.0 82.00 0.0130 0.014 5 042 79.0 83.0 25.0 30.0 46.40 46.80 0.0070 0.0070 0.008 0.008 2,761 July 2,878 August 46.0 21.0 31.20 0.0050 0.006 1,918 September. . . . 25.0 8.0 15.40 0.0020 0.002 916 October 13.1 5.0 9.16 0.0010 0.001 563 November. . . . 9.0 6.1 7.47 0.0010 0.001 444 December 6.9 2.2 3.80 0.0006 0.001 234 0.133 44,777 384 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. I9I4 MOOSEJAW CREEK DRAINAGE BASIN. General Description. Moosejaw Creek rises in the Yellowgrass marsh, which lies in townships 9 and 10, range 17, west of the second Meridian, and flows in a north and westerly direction until it reaches the city of Moose Jaw, where it is joined by Thunder Creek. From Moose Jaw it follows an easterly and northerly course, finally emptying into theQu'AppeUe River near Buffalo Pound Lake. From the headwaters to the city of Moose Jaw the drainage area is estimated at about 1830 square miles. This area is almost entirely devoid of ti'ee growth, except in the \icinity of Moose Jaw, where the valley is lined with brush. Throughout its entire length the creek flows in a very crooked but well defined channel. The upper portion of the valley is small, being merely a depression, but it gradually increases in size until at Drinkwater it is about thirty feet deep and at Moose Jaw about eighty feet deep. The fall in the creek is very small, and particularly so between Drinkwater and Moose Jaw, where the total fall is only 67.5 feet or an average of 2.3 feet per mile of valley. The Canadian Pacific Railway Company has dams at Milestone, Rouleau, Drinkwater, two at Moose Jaw and one at Pasqua. There is also a muuicipalitj' dam in Sec. 19 Tp. 15, Rge. 24, W- 2nd Mer., which supplies water to the neighbourhood during periods when there is no flow in the crtek. In 1913 the Canadian Paciffic Railway Company constructed a new dam to replace their present dam in Moose Jaw. MOOSEJAW CREEK NEAR LANG. This station was established on June 21, 1911, by J. C. Keith. It is located at the traffic bridge on the road allowance east of the N. E. i/4 Sec. 24, Tp. 11, Rge. 19, W. 2nd Mer., and is four miles west of the village of Lang. The gauge, which is a plain staff graduated to feet and hundredths, is nailed to the downstream face of the centre row of piles of the bridge. The zero of the gauge (elev. 95.04) is referred to a permanent iron bench mark (assumed elev. 100.00) located on the left bank of the stream 17 feet south of the last pile in the south approach of the bridge. The channel is straight for 200 feet above and 150 feet below the station. Both banks are low and overflow in high stages of the stream. The bed of the stream is composed of clay, and in summer when the stream is very low becomes overgrown with vegetation. The current is sluggish at all stages. Discharge measurements are made from the bridge in high stages of the stream and bj' wading or with a weir at some other section during low stages. The initial point for soundings at the bridge is the inner face of the south abutment. The gauge was read during 1913 by Miss Irene Irvine. Discharge Measurements of Moosejaw Creek near Lang, in 1913. Date. \ Hydrographer. Width. Area of Section. Mean Velocity. Gauge Height. Discharge. April 15 O. H. Hoover Feet. 35.3 12.5 1.6 27.0 Sq.-ft. 46.90 4.03 .28 12.70 Ft. per sec. 0.32 0.31 0.15 0.00 Feet. 2.14 1.56 1.03 0.81 0.38 Sec.-ft. 15.20 May 7 1.50 June 3 do 0.04 •' 27 do Nil. July 29re being very few sudden falls of any extent. The valley also widens out, as the river grows larger, and varies from two to three miles or more in width. From Jasper eastward, the valley of llie Athabasca is known as the "Yellowhead Pass" and its course is followed by the Grand' Trunk Pacific Railway. Perhaps the most noticeable characteristic here is the very low altitude of the river, which is around 3000 feet. This accounts to a large extent for the small drop of the river throughout its course. After leaving the mountains the Athabasca flows for .some distance through a wooded section, and here it does not exhibit the meandering tendencies of the MacLeod and Pembina Rivers farther east, but rather tends towards a straight even course. During the month of June a cable station was erected across the river of Jasper. A gauge rod and permanent iron bench mark were put in, and discharge measurements were made during the remainder of the season. Previous to this, measurements had been taken by wading the river, when possible, a short distance upstream. The main channel of the river at this point is about 360 feet Avide, and there is a snuxll channel on the east side about 40 feet in width, which can be waded at all times, and wliicli dries up in the late summer. When the station was built in June, the river was in flood and 402 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 what appeared to be the best section then was chosen; as the river dropped however, a gravel bar appeared in the centre of the main channel which caused some cross-cmrents. Discharge measurements were made at Jasper on an average of once in from two to three weeks during the summer, and the discharge varied from 12,000 to 4,500 second-feet from July to October. One featm-e of the Athabasca to be noted is that rain plaj^s, directly, only a very small part in the variation of the discharge of the river at the Jasper station. A rainfall of two or three days will, contrary to the behaviour of the McLeod and some of the other rivers, make scarcely a noticeable difference in the gauge-heights of the Athabasca. A day or two of hot clear weather will on the other hand cause a rise of from one to three feet, and a cold or freezing night, a corresponding depression. The small direct effect of rainfall and the large one of hot weather is probably due, to some extent, to the large size of the Athabasca, and more particularly to the fact that the lower valleys of the mountains are the only places where precipitation is received directly as rain, it coming as snow farther up the slopes and accumulating as snow-fields, which serve as reservou's to swell the river in the hot weather. Whirlpool River. — The Whirlpool River enters the Athabasca from the southwest at a point, about twelve miles south of Jasper. I was unable to visit this river and am not able to report on it. Miette River. — The Miette River joins the Athabasca about a mile southwest of Jasper. It flows eastward from the "Di\'ide" to its mouth, a distance of some eighteen niiles. Above the mouth the river follows a twisted eom'se for some distance and has a comparatively low gradient. At Jasper the Grand Trunk Pacific Railway leaves the valley of the Athabasca, tm-ns to the westward and follows the narrower valley of the Miette to the summit of the Yellowhead Pass. During the early part of 1913 a few winter measurements were taken on the Miette River, and for a short time after the ice went out, the river could be waded. But continued hot weather brought down the snow, and the river rose about six feet, so that wading was out of the question. There is a traffic bridge across the river about two miles south of Jasper, and from this a discharge measurement was made, with considerable difficulty, when the river was practically at its highest and the water running over the bridge. Several measurements of the discharge were made here during the summer. The bed of the stream at this point is mostly soft mud and was continually shifting. Later in the season the section became blocked with debris. Due to this, and the fact that it was the intention of the Park Superintendent to erect a more permanent structure at this point, I established the regular station for the Miette at the second traffic bridge, a short distance farther upstream. This bridge is a wooden structure built on heavy broken stone piers and is supposed to be permanent. The section here is also much better, being composed of hard gravel and small stones. The river is comparatively straight for a short distance on each side of the bridge, so that thecurrent at the station is perpendicular to the section. Measurements were taken at this station after the beginning of September. The discharge of the Miette from June to October varied from about 1,600 to 400 second-feet. Maligne River. — The Maligne River rises in Maligne Lake and follows a northwesterly course to the Athabasca River, joining it about six miles northeast of Jasper. Its basin lies about parallel to that of the Upper Athabasca, and is separated from the latter by the Maligne range of mountains. I visited the Maligne River during the early part of July, and found that fording at this time. of year was impossible. For a di.stance of some two miles above its mouth, the river is about fifty feet wide, from three to four feet in depth, and runs very swiftly, making a crossing in this stretch impracticable. In these two miles the river has a bed of sand and gravel. Its banks are fairly low and even. Above this however the channel lies in a deep, narrow canyon, which grows continually deeper and nart-ower for some distance upstream. At the lower end of the canyon the Maligne seems to have its full volume flowing at the surface, but at a point aboiit half a mile above the lower end, two-thirds of the flow disappears underground, leaving in the spring and summer a small third, and in the later fall a mere trickle flowing down tlirough the canj^on above this point. Above the entrance of the underground portion the remaining water flows down through the very narrow, deep canj'on in a series of cataracts, falling about 300 feet in a distance of half to three-quarters of a mile. The character of the surroundings is such, that the question of power would be reasonable, were it not for the comparatively small surface-flow of water, which in the late autumn would almost disappear. I was unable to cross the river where it had its full volume, and therefore was unable to make any measurements of its discharge. Above the canyon where the river was compara- tively small, I made some measurements during September and October, and the discharge was slightly over one hundred second-feet. This is only a small percentage of the flow below the canyon, where the river is all above ground. APPENDIX 403 SESSIONAL PAPER No. 25c I made a triangulation survey of the Maligna, and preparations were made for erecting a cable station at a point about one hundred yards above the mouth of the river. The section at this point is very good and should prove satisfactory for obtaining discharge measurements at all stages. Snaring River. — The Snaring River flows into the Athabasca from the northwest, at a point about twelve miles northeast of Jasper. I made several visits to the Snaring by trail from Jasper during the season, but until the middle of September, when I was able "to wade the river, I could not get a satisfactory measurement of its discharge. The Grand Trunk Pacific Railway has a steel bridge across the river a short distance from its mouth, but the section at this point is verj^ poor, so that I did not attempt a measu- rement. The Canadian Northern Railway had bridge in course of construction about a quarter of a mile further upstream, and while at the time, the section there was also very poor, changes may be made during the erection of the bridge, that may enable measurements to be taken there. Otherwise it wiU be necessary to construct a cable station, as the river can rarely be waded before the second or third week in September at any point, where a satisfac- tory discharge measurement could be made. Rocky River. — The eom-se of the Rocky River lies to the northeast and parallel to those of the jMaligne and the Upper Athabasca Rivers. From the former it is separated by the CoUn range, and its eastern limit is the Miette range. The river comes down from the southeast and joins the Athabasca near a station on the Grand Trunk Pacific Railway called Hawes. Some winter measurements were made of the Rock^' River during the early part of 1913, and when the ice went out, measurements were made from the stell bridge of the Grand Trunk Pacific Railway. Early in June, I put in a staff gauge and established a regular station at the bridge the description of which I sent to Calgary. The gauge was read during the summer by the pump man at the Hawes water tank. The river is very swift at this point during its high stages, but Tvdth care accurate gaugings may be made. Later in the summer the river drops considerably, and may be waded beneath the bridge. Between this point and its mouth, a distance of some three hundred yards, the river drops about five or six feet and empties into the Athabasca through several small channels. At high stages the force of the discharge has been such that the Athabasca has been forced over and has torn down its opposite bank for some distance back. Above the railway the river flows in several channels over a \vade flat, which gradually narrows, till at a point about five miles upstream, it becomes a canyon, which extends for some miles. The canyon is very narrow and at places has shear limestone AvaUs rising from the water to a height of about three hundred feet on both sides. _ At these points the width of water at the bottom is scarcely twenty-five feet, so that the flow is very turbulent and swift. From the data collected over a period of five or six months, from May until October, it will be seen that the discharge was exceedingly irregular, at times the higher gauge height having the smaller discharge and vice versa. I tried by careful study of the data, and of the stream itself, to find some explanation for this, and the only reason I could find was the shifting nature of the stream bed. The bed is composed of small gravel and coarse sand, shifts a great deal under even small floods, so that this might alter the relation of the discharge to the gauge height. Stoney River. — The Stoney river flows down from the Northwest and joins the Athabasca about three miles downstream from the mouth of the Rocky. The valley of the Stoney forms the pack route into the mountains to the northward. Some winter measurements were made in the Stoney in the early part of 1913, but after the first part of May there was no way to cross the Athabasca, so that I was unable to visit the river. Railway workmen, who had been on the northwest side of the Athabasca, stated that the Stoney was quite large, and could not be waded till late in the autumn. Fiddle Creek. — Fiddle Creek joins the Athabasca from the Southeast about four miles east of the Grand Trunk Pacific Railwaj^ station of Pocahontas. The railway crosses the river about one hundred yards above its mouth. Above its mouth the river flows in several small channels over a flat, but a short distance up the valley narrows and soon developes into a canyon. The character of the country is such that the river is subject to violent floods, which on one occasion carried out the bridge piers. I obtained discharge measurements by wading the river, a short distance above the Grand Trunk Pacific Railway bridge during August and September, and its discharge at this time varied from 300 down to 70 second-feet. Toward the end of this time the river was dropping rapidly. It is improbable that the stream could be waded much before the middle of July. 404 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Prairie Creek. — Prairie Creek lies to the east of the first range of the Rockies. It runs northward in the foothills, and joins the Athabasca in Sec. 5, Tp. 51, Rge. 25, W. 5th Mer., about four miles west of Hinton. The stream varies up to twenty-five feet in width and is quieter and more regular in its flow than the mountain streams. I made measurements of the stream by wading, and from July to October the discharge ran from 70 to 10 second-feet. It would probably be much gi'eater earlier in the season, and become negligible during October. McLeod River.- — A short distance east of Hinton, the Grand Trunk Pacific Railway leaves the vaUey of the Athabasca, crosses a divide near Obed, turns to the eastward, and strikes into the drainage area of the McLeod River. From Obed the Athabasca continues in a northeasterly direction, through a rolhng country interspersed with muskeg. The McLeod River rises in the Rockies just south of the 53rd Parallel and in ranges 23 and 24, west of the 5th meridian. I was unble to spend much time in the upper regions of the McLeod, but early in Septem- ber, together with Mr. G. H. Whyte, I made a trip in from Bickerdike to "Mile 37" on the Alberta Coal branch. From there, through the kindness of the Forest Supervisor, I was able to go up over the Mountain Park line on liis gasoline speeder, and get a look at the country through which the McLeod River flows in its early stages. In these upper stretches the McLeod is typically mountainous in character, and drops very rapidly. It differs from the Athabasca, not only greatlj^ in size, but it also has a much narrower and more confined valley. After lea\ang the mountains the McLeod flows through a series of roUing, well watered forest, and as it leaves the mountains farther behind, its gradient becomes very regular, and its bed Made and comparatively shallow. Its most noticeable characteristic is its meanders. The country through which it flows is fairly soft, consisting mostly of cla3^ and soft sandstone and this probably helps to accoimt for its exceedingly twisted course. Discharge measurements had been made on the IvIcLeod dm'ing the spring of 1913, from the railway bridge at "Mile 6" on the Alberta Coal Branch, in Sec. 5, Tp. 52, Rge. 18, W. 5th. Mer. This point however is objectionable in almost every pU.rticular, so that, while I was forced to take measurements here, it being the only available spot, I did not establish a regular station. The discharge at this point from May to October varied between about 1,850 to 350 second-feet. The section under the railway bridge is very poor, there being two channels, both of which are running at high water, and one of which is full of still water, when the river is lower. The bottom is very uneven with large rocks and ledges. The river turns a short distance above the bridge, so that in no way is the section particularly good. In addition to this the measurements had to be taken from the bottom girders of the steel bridge, which are about forty feet above the river. This was an awkward proposition. Finally there is the train service. The train leaves Edson three days a week at 2 a.m. There is no scheduled time for its return, and it is liable to come back anywhere between three the same afternoon and noon the following day. As there is no accommodation at all at "Mile 6", this is very troublesome. On one occasion the train failed to stop at twelve at night, necessitating a six mile walk to Bickerdike, and the sending of a section crew for the instruments and sounding weights. There were towers and a cable across the ^SIcLeod a short distance above the bridge, which had beem used by the contractors when })uilding the railway. These could have been repaired and used perhaps, but the section here was worse, if anything, than that at the bridge. I examined the McLeod River, near the moutli of Wolf Creek, about ten miles east of Edson. on my visit to the latter stream, and at the end of September I was able to wade the McLeod at this point and make a discharge measurement. The section here is admirable, the river being about tliree lumdred feet wide, of almost uniform depth, and having a l)ed of small gravel. Wading however is not possible much before the middle of September. At this point the Provincial Department of Public Works has a ferr}^ cable across the river, and I would recommend that, if possible, the use of this be obtained. A stay-line, car, etc., would be required and measurements could be taken at all stages of flow. Tlie interfe- rence with the feny would not be serious, being only for the short time that the gaugings were actuallj' being taken. The discharge of the McLeod at the Wolf Creek ferry includes the discharges of Wolf Creek, Embarras River and Sundance Creek, so that unless special data Avere required on these streams, the necessity of measuring them would be obviated. I did not visit the river at the town of ToUerton, about three miles south of Edsen, and there is the possibility of measurements there. Embarras River. — The Embarras River joins the McLeod in S. W. U Sec. 5, Tp. 52, Rge. 18, W. 5th Mer. It runs in a northerlj^ direction and rises in Townships 48 and 49, Range 21 west of the 5th Meridian . o "A H < M 1^ ii^ 'JP -'<«? *ar 1 -^: "' ,_^^^ ^:%,v '^ J^sk^ -**:_. '^:fi-mB^^-r^ APPEXDIX 405 SESSIONAL PAPER No. 25c The Alberta Coal Branch of the Grand Trunk Pacifie Railway follows the valle.y of the Embarras practically to its sonree. I made one trip as far as "]SIile 37", whei-e I made a mea- surement of the river. The train ran at night, both going and coming, so that I am unable to say much of the country tlirough which the river flows. The mouth of the Embarras is about two miles east from the crossing of the McLeod. From July until October, I took discharge measurements at a point about a quarter of a mile above the mouth by wading the stream. The discharge varied from .550 to 150 second-feet. At the time of the' higher discharge I had difficulty in wading, so that in high stages this would be impossible. The river here is about 210 feet wide and has a bed of gravel and small stones. The discharge of the river at "Mile 37" Alberta Central Branch., in the middle of September was about 17 second-feet. Sundance Creek. — Sundance Creek enters the jMcLeod River in N. W. M See. 4. Tp. 53, Rge. IS. W. 5th ]Mer., at a point about nine miles southwest of Edson. The valley of the stream is fairly wide and of low gradient. I was unable to go any distance up the creek but it seems that it is fed from a lake, and this probably accounts for its comparative regula- rity of flow. There is a pack road west from Edson, though in very poor shape, so that when I could secure horses I was able to \asit the stream and measiire its discharge by wading at a point about a quarter of a mile above its mouth. The discharge from July to October ranged from about .50 to 35 second-feet. East of Edson. — Some distance east of Edson the railroad crosses the McLeod River at a point, where there seemed to be a good section, and a short distance farther on, what is known as Wolf Creek. To make a reconnaissance of these, I secured a team at Edson and drove eastward from there, some ten miles to the village of Wolf Creek. The country east of Edson is a mixture of muskeg and parkland, and the streams conse- quently flow slowly and meander in every direction. There are two small streams in this district, the Edson Rive (^luskeg Creek, and Wolf Creek, and finally the main McLeod of which I have already spoken. Edson River. — The Edson River, or what was formerly called "]Muskeg Creek" is well described by the latter name. It flows through the muskeg and low country north and east of Edson, and reaches the McLeod River in See. 16, Tp. 54, Rge. 16, W. 5th Mer. I first noticed the stream while dri^-ing from Edson to Wolf Creek, and measured the discharge at a point about a mile above its mouth. The river is about fifty feet wide, with a weedy bottom and sluggish flow. The discharge during August and September ranged from about 75 to 40 second-feet. Wolf Creek. — Wolf Creek flows from the South and enters the McLeod River in Sec. 3, Tp. 54, Rge. 16, W. 5th Mer., about one hundred yards north of the railwaj- bridge across the former stream. I first measured the discharge of Wolf Creek in August, at a point under the bridge. At this time the stream w-as verj- high from recent rains, and 1 had great difficulty in wading it. The discharge at this stage was about 380 second-feet. The stream dropped considerabl\- after this, and during September there w-as about fifty second-feet flowing. I reached Wolf Creek by driving eastward from Edson, some ten miles to the village of Wolf Creek, then crossing the McLeod on the ferrj- and walking about two miles to the mouth of the creek. Pembina River. — The Pembina River forms the second minor drainage channel. The Grand Trunk Pacific Railway crosses the divide between the McLeod, and Pembina basins in about Range 13, west of the 5th meridian. The Pembina rises in Townships 46 and 47, Ranges 19 and 20, w^'st of the 5th Meridian, and flows a northeasterly direction, joining the Athabasca in Tp. 66, Rge. 2, W. 5th Mer. I did not examine the river for any distance on either side of the railroad, but in this vicinity the district it drains is fairh' high and wooded. During the summer season 1 was unable to wade the Pembina at Entwistle, where it is crossed by the Grand Trunk Pacific Railway and so could not obtain a discharge measure- ment. Mr. G. H. Whyte visited the river during September, and thought that it might be possible to make arrangements with the Grand Trunk Pacific Railway to stretch a cable across the river, between the piers of the bridge. The l)ridge is about 200 feet high, and the piers at the bottom are sohd concrete. The section at this point is uniform, and though rather deep, measurements here should prove satisfactory. If this were not possible, there is a place a short distance below the bridge, where a cable station could befairlv easilv built. The river here is about 200 feet wide. 406 STREAM MEASUREMENTS, 1913 4 GEORGE v., A. 1914 Lobstick River. — The Lobstick River joins the Pembina in Sec. 29, Tp. 53, Rge. 7, W. 5th Mer. It flows in an easterly direction, and west of Entwistle its course is followed for some distance by the Grand Trunk Pacific Railway. A large portion of the drainage area appears to be low and swampy. Measurements of the discharge of the river were made by wading at a point about one hundred j^ards above its mouth during the early part of the season, but later the river be- came so high it was impossible to wade it. In searching for another section I found, some distance up stream, a bridge crossing to an abandoned coal mine. The section here is fairly good and measurements could be made at all stages, so I established a regular gauging station here and put in a staff gauge which was read twice daily by one of the villagers. This bridge is about two and a half mile northwest of Entwistle. From May until October, the discharge of the Lobstick varied from 450 to 200 second- feet. . . . ,, These last two rivers form the easterly limit of the "Athabasca Hydrographie District . The divide between the Athabasca and North Saskatchewan drainage areas lies in Range 6 or 7, west of the 5th Meridian, about five or six miles east of Entwistle. Jti#^' ^ • ^^---H. I/I.^ Plate No. 29 Big Bend in MeLeod River near Edson, Alberta. Plate Xo. oO Bigii»i#/»2^%. Grand TruirK Railway Bridge over McLeod River at Mile 0 on Alberta Coal Branch. DEPAHTMENT OF THE INTERIOR STREAM MEASUREMENTS 1913. PLATE NO-31. INDEX 407 SESSIONAL PAPER No. 25c INDE Page. A Acre foot: definition of 1" Alberta Railway and Irrigation Company Canal near Kimball: description 205 discharge measurement in 1913 206 daily gauge height and discharge, for 1913 206 monthlv discharge, for 1913 207 Allison Creek (SAV. 11-8-5-5): discharge measurements, in 1913 181 Anderson Ditch near Thelma: description 250 Antelope Lake Drainage Basin: general description 328 Athabasca District: summarj- of work, for 1913 14 Athabasca District: Report on, by Gordon J. Smith, B.A. . . . 401 Athabasca River drainage basin: general description 27 miscellaneous discharge measurements, in 1913 35 Athabasca River at .Athabasca: description 34 discharge measurements, in 1913 35 Athabasca River at Jasper: description 28 discharge measurements, in 1913 28 daily gauge height and discharge, for 1913 29 monthly discharge for 1913 30 Athabasca River (N.E. 5-51-25-5): discharge measurements, in 1913 35 Athabasca River (Athabasca Falls) : discharge measurements in 1913 35 Athabasca River: report on 401 B Banff district: summary of work, for 1913 8 Bath Creek (N'.E. 32-28-16-5): discharge measurements, in 1913 139 Bath Creek near Laggan: description 69 discharge measurements, in 1913 69 dailv gauge height and discharge, for 1913 70 monthly discharge, for 1913 70 Battle Creek Drainage Basin: general description . 2ii_' miscellaneous discharge measurements, in 1913 281 Battle Creek at Nash's Ranche: description 278 discharge measurements, in 1913 278 daily gauge height and discharge, for 1913 279 monthly discharge, for 1913 280 Battle Creek at Tenmile Police Detachment: description 271 discharge measurements, in 1913 271 daily gauge height and discharge, for 1913 272 monthly discharge, for 1913 273 Battle Creek at Wilkes' Ranche: description 275 discharge measurements, in 1913 276 daily gauge height and discharge, for 1913 276 monthly discharge, for 1913 277 Battle Creek (S.W. 9-7-29-3): discharge measurements, in 1913 281 Battle Creek (N.W. 31-7-29-3): discharge measurements, in 1913 281 Battle Creek (S.E. 21-6-29-3): discharge measurement, in 1913 281 '^ nle Creek (Branch of, in X.W. 29-7-29-3): discharge measurement, in 1913 281 Page. Battle River at Battleford: description 50 discharge measurements, in 1913 51 daily gauge height and discharge, for 1913 51 monthly discharge, for 1913 52 Battle River at Ponoka: description 53 discharge measurements, in 1913 53 daily gauge height and discharge, for 1913 54 monthly discharge, for 1913 55 Bear Creek near Unsworth's Ranche: description 341 discharge measurements, in 1913 342 daily gauge height and discharge, for 1913 342 monthly discharge, for 1913 343 Bear Creek, East Branch at Johnson's Ranche: description 33S discharge measurements, in 1913 338 daily gauge height and discharge, for 1913 339 monthlv discharge, for 1913 339 Bear Creek, East Branch of (N.E. 29-10- 23-3): discharge measurements, in 1913 346 Bear Creek, West Branch at Bertram's Ranche: description 339 discharge measurements, in 1913 340 daily gauge height and discharge, for 1913 340 monthly discharge, for 1913 341 Bear Creek, West Br. of. (NAV. 29-10-23-3): discharge measurements, in 1913 346 Beargulch Creek (Sec. 19-2-9-4) : discharge measurements, in 1913 244 Beaupre Creek (X.E. 15-26-5-5): discharge measurements, in 1913 139 Belanger Creek at Garrison's Ranche: description 290 discharge measurements, in 1913 290 Belanger Creek at Oakes' Ranche: description 290 discharge measurements, in 1913 290 daily gauge height and discharge, for 1913 291 monthly discharge, for 1913 292 Bellevue Creek, (N.E. 29-7-3-5) : discharge measurements, in 1913 ISl Belly River Drainage Basin: general description 186 BeUy River near Lethbridge: description 196 discharge measurements, in 1913 196 daily gauge height and discharge, for 1913 197 monthly discharge, for 1913 198 lully River near Mountain View: description 187 discharge measurements, in 1913 187 daily gauge height and discharge, for 1913 188 monthly discharge, for 1913 189 Belly River near Stand Off: description 193 discharge measurements, in 1913 193 daily gauge height and discharge, for 1913 194 monthly discharge, for 1913 195 Bench marks: description of 15 Berry Creek at Forster's Ranche: description 68 Bighill Creek (S.W. 10-26-4-5): discharge measurements, in 1913 139 Bigstick Lake Drainage Basin: general description 351 miscellaneous discharge measurements, in 1913 362 Blacktail Creek (N.E. 30-6-23-3): discharge measurement, in 1913 310 Blakiston Brook (N.E..30-1-29-4): discharge measurements, in 1913 186 Blindman River (N.W. 1.5-39-27-4): discharge m'."a3urement8, in 1913 68 408 INDEX 4 GEORGE v., A. 1914 Page. Blood Indian Creek at Hallam's Ranche: description 68 Bone Creek at Lewis' Ranche: description 318 discharge measurements, in 1913 319 daily gauge height and discharge ,for 1913 319 monthly discharge, for 1913 320 Bone Creek (N.E. 10-11-20-3): discharge measurement, in 1913 328 Boundary Creek at Fidler Bros. Ranche: description 200 discharge measurements, in 1913 201 daily gauge height and discharge, for 1913 201 monthly discharge, for 1913 202 Boundary Creek (N.E. 27-1-26-4): discharge measurement, in 1913 217 Bow River Drainage Basin: general description 68 miscellaneous discharge measurements, in 1913 139 Bow River at Banff: description 81 discharge measurements, in 1913 81 daily gauge height and discharge, for 1913 82 monthly discharge, for 1913 83 Bow River near Bassano: description 137 discharge measurements, in 1913 137 daily gauge height and discharge, for 1913 138 monthly discharge, for 1913 138 Bow River at Calgary: description 10- discharge measurements, in 1913 102 daily gauge height and discharge, for 1913 103 monthly discharge, for 1913 104 Bow River near Kananaskis: description 90 discharge measurements, in 1913 90 daily gauge height and discharge, for 1913 91 monthly discharge, for 1913 92 Bow River at Laggan: description '0 discharge measurements, in 1913 71 daily gauge height and discharge, for 1913 72 monthly discharge, for 1913 73 Bow River near Namaka: description 135 discharge measurements, in 1913 136 daily gauge height and discharge, for 1913 136 monthly discharge, for 1913 137 Bow River (S.E. 28-28-16-5): discharge measurement, in 1913 139 Bow River (S.W. 32-26-14-5): discharge measurement, in 1913 139 Bo.xelder Creek at Young's Ranche: description 367 discharge measurements, in 1913 368 daily gauge height and discharge for 1913 368 monthly discharge, for 1913 369 Brazeau River (Tp. 39-21-5): discharge measurements, in 1913 59 Brazeau River (Outlet of Brazeau Lake) : discharge measurement, in 1913 59 Bridge Creek at Raymond's Ranche: description 328 discharge measurements, in 1913 329 daily gauge height and discharge, for 1913 329 monthly discharge, for 1913 330 Bridge Creek at Gull Lake: description 332 Bridge Creek near Skull Creek Post Office: description 331 dishcarge measurements, in 1913 331 daily gauge height and discharge, for 1913 332 monthly discharge, for 1913 332 Bullshead Creek at Clark's Ranche: description 375 discharge measurements, in 1913 376 daily gauge height and discharge, for 1913 376 monthly discharge, for 1913 377 Bullshead Creek near Dunmore: description 378 discharge measurements, in 1913 378 C Calf Creek (Sec. 4-8-22-3): discharge measurement, in 1913 310 Calgary district: summary of work in 1913 9 Canadian Pacific Railway Company Irrigation Canal at Ogden: description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 Canadian Pacific Railway Company Irrigation Canal near Kimball: see Alberta Railway and Irrigation Canal near Kimball: Canal Creek (Sec. 6-4-6-4) : discharge measurements, in 1913 Canyon Creek near Mountain Mill: description discharge measurements, in 1913 daily gauge height and discharge, for 1913 montlily discharge, for 1913 Cardston District: summary of work in 1913 Cascade River at Bankhead: description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 Chalet Creek (see Louise Creek) : Changing Conditions: of channel Cheeseman Ditch near Coulee: description Christianson Ditch near Mountain \'iew description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 Computations: office Concrete Coulee (N.W. 2-7-23-3) : discharge measurements, in 1913 Conferences : Connelly Creek near Lundbreck: description discharge measurements, in 1913 Conventions and conferences: held during 1913 Cottonwood Creek (S.W. 21-2-29-4) : discharge measurement, in 1913 Cow Creek near Cowley: description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 Crane Lake Drainage Basin: general description . miscellaneous discharge measurements, in 1913 Creek (S.E. 34-11-29-4): discharge measurement, in 1913 Crooked Creek near Waterton Mills: description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 Crowsnest River near Coleman: description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 Crowsnest River near Frank: description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 Crowsnest River near Lundbreck: description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 Current Meter Rating Station: Current Meters: rating Curves: rating Cypress Creek (S.W. 17-9-27-3): discharge measurement, in 1913 Cypress Lake Overflow, (S.E. 24-6-26-3) :& discharge measurements, in 1913 D Dago Creek (S.W. 19-13-2-5): discharge measurements, in 1913 Page. 110 110 111 112 247 161 161 162 163 10 87 87 SS 89 23 262 192 192 192 192 23 310 10 171 171 16 186 168 169 169 170 338 346 181 184 18-T 185 186 178 179 179 180 174 174 175 176 171 171 172 173 .362 310 IXDEX 409 SESSIONAL PAPER No. 25c Davis Creek at Drury's Ranche: description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthiv discharge, for 1913 Deadhorse Creek (Sec. 4-2-11-4): discharge measurements, in 1913 Deer Creek Cattle Company Irrigation Ditch: description Deer Creek (Sec. 15-1-12-4): discharge measurements, in 1913 Deer Creek at Dickinson's Ranche: description Deer Creek, study of conditions of flow of: discharge measurements, in 1913 Definitions: Depth in inches: definition of Discharge: slope method of determining velocity method of determining weir method of determining daily in winter, estimates of . daily ■. • . • monthly mean Doyle Coulee (S.E. 17-7-22-3): discharge measurements, in 1913 Drumm Creek (N.E. 18-7-3-5): discharge measurements, in 1913 Dry Coulee t X.W. 16-6-24-3) : discharge measurement, in 1913 Drywood Creek (X.W. 18-4-29-4): discharge measurement, in 1913 E East Branch of Bear Creek: (See Bear Creek) East Branch of Lodge Creek: (See Lodge Creek) East Branch of Mackay Creek: (see Mackay Creek) ' East Branch of Middle Creek: (See Middle Creek) Eastern Cypress Hills district: summary of work in 1913 Edmonton district: summarv of work in 1913 Edson River (S.E. 16-54-16-5): discharge measurements, in 1913 Edson River (.Athabasca Drainage Basin): report on Elbow River at Calgary: description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthiv discliarge, for 1913 Embarras River (Sec. 33-48-21-5): discharge measurements, in 1913 Embarras River (S.W. 5-52-18-5): discharge measurements, in 1913 Embarras River (.\thaba.sca Drainage Basin): report on Ernst Creek (N.E. 26-10-3-5): discharge measurement, in 1913 Equivalents: List of convenient F Fairwell Creek at Drury's Ranche: description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 Fiddle Creek (Sec. 15-49-27-4): discharge measurements, in 1913 Fiddle Creek (Athabasca Drainage Basin) : report on Fidler Bros. Ditch at Boundary Creek: description discharge measurement, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 Findlay and McDougal Ditch near High River: description discharge measurements, in 1913 Fish Creek near Priddis: description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 Page. 292 293 293 294 244 242 244 242 243 17 18 20 " 19 25 23 23 310 181 310 186 12 14 35 405 105 105 106 107 35 35 404 181 18 294 295 295 296 35 403 199 199 200 200 126 127 112 113 113 114 Fish Creek, North Branch (S.E. 22-22-3-5): discharge measurements, in 1913 Fish Creek, South Branch (S.E. 22-22-3-5): discharge measurements, in 1913 Foothill Creek (X.E. 29-4-29-4). Fortier Xorth Spring (S.E. 17-7-1-5) : discharge measurements, in 1913 Fortier South Spring (S.E 17-7-1-5): discharge measurements, in 1913 Forty mile Creek near Banff: description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 Fourmile Coulee (S.E. 11-8-29-3): discharge measurements, in 1913 Frenchman River Drainage Basin: general description , Miscellaneous discharge measurements, for 1913 Frenchman River at Gordon's Ranche: description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 Frenchman River at Phillips' Ranche: description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 Frenchman River at Strong and Day's Ranche : description discharge measurements, in 1913 daily gauge height and difcbarge, for 1913 monthly discharge, for 1913 Frenchman River (Sec. 21-5-17-3): discharge measuremr;nt, in 1913 Frenchman River, North Branch of, at Cross" Ranche : description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 . Future Work G Gail Ditch near Tcnmile Police Detachment: description discharge measurements, in 1913 daily gauge height and discharge, for 3913 monthly discharge, for 1913 Gap Creek near Maple Creek: description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913. . . Gap Creek at Small's Ranche: description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 Gauging stations: description of Ghost River at Gillies' Ranche: description discharge measurements, in 1 913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 Gilchrist Brothers' ditch near Kelvinhurst: description Gold Creek (S.E. 30-7-3-5): discharge measurements, in 1913 Grand Valley Creek (S.W. 24-26-5-5-) : discharge measurements, in 1913 Grosventre Creek at Tothill's Farm: description discharge measurements, in 1913 daily gauoe height and discharge, for 1913 monthly discharge, for 1913 139 186 H Halfbreed Creek (Sec. 28-2-10-4): discharge measurements, in 1913 Hay Creek at Fauquier's Ranche: description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 410 INDEX 4 GEORGE v., A. 1914 Page. Hay Creek at Hay Creek School: description 346 discharge measurements, in 1913 346 dailv s;auge height and discharge, for 1913 347 monthly discharge, tor 1913 348 Hay Lake Drainage Basin: general description 346 miscellaneous discharge measurements, in 1913 351 Healey Creek '('s.W.'29-2'5-i2l5) :' discharge measurement, in 1913 139 Highwood River near Aldersyde : description 133 discharge measurements, in 1913 133 daily gauge height and discharge, for 1913 134 monthly discharge, for 1913 135 Highwood River, North Branch at Brown's Ranche : description 120 discharge measurements, in 1913 121 daily gauge height and discharge, for 1913 121 monthly discharge, for 1913 122 Highwood River at High River: description 130 discharge measurements, in 1913 130 daily gauge height and discharge, for 1913 131 monthly discharge, lor 1913 132 Hooper and Huckvale Irrigation Ditch: description 247 Horse Creek (N.E. 8-26-4-5): _ discharge measurements, in 1913 139 I Introduction 7 Ice: formation of, and conditions 24 J Jim Creek (N.E. 6-15-1-5): discharge measurement, in 1913 182 Jones Creek at Read's Ranche: description 314 discharge measurements, in 1913 315 Jones Creek (S.W. 12-15-14-3): discharge measurements, in 1913 328 Jones Creek (S.W. 19-15-13-3): discharge measurements, in 1913 328 Jones Creek at Steam's Ranche: description 315 discharge measurements, in 1913 315 daily gauge height and discharge, for 1913 316 monthly discharge for 1913 316 Jones Creek (S.W. 8-8-20-3) : discharge measurements, in 1913 328 Jumpingpound Creek near Jumping Pound: description 99 discharge measurements, in 1913 99 daily gauge height and discharge, for 1913 100 monthly discharge, for 1913 101 K Kananaskis River near Kanana'skis: description 93 discharge measurements, in 1913 93 daily gaiige height and discharge, for 1913 94 monthly discharge, for 1913 95 Kennedy Creek (Br. of Milk River) (Sec. 3-1-5-4): discharge measurements, in 1913 244 Ketchum Creek (Sec. 16-4-6-4): discharge measurements, in 1913 247 L Lake Louise, Tailrace of Power House (N.W. 21-28-16-5): discharge measurements, in 1913 139 Lake of the Narrows Drainage Basin: general description 333 Lee Creek at Cardston: description 210 discharge measurements, in 1913 210 daily gauge height and discharge, for 1913 211 monthly discharge, for 1913 212 Lee Creek at Lay ton's Ranche: description 212 discharge measurements, in 1913 213 daily gauge height and discharge, for 1913 213 monthly discharge, for 1913 214 Page. Lmdner Ditch near Battle Creek: description 267 daily gauge height and discharge, for 1913 267 monthly discharge, for 1913 268 Lineham Spillway (N.W. 6-19-28-4): discharge measurements, in 1913 139 Little Bow Ditch at High River: description 127 discharge measurements, in 1913 127 daily gauge height and discharge, for 1913 128 monthly discharge, for 1913 129 Little Bow River Drainage Basin: general description 140 miscellaneous discharge measurements, in 1913 144 Lobstick River near Entwistle: description 33 discharge measurements, in 1913 33 daily gauge height and discharge, for 1913 34 monthly discharge, for 1913 34 Lobstick River (Athabasca Drainage Basin): report on . . -. 406 Lodge Creek Drainage Basin: general description 248 miscellaneous discharge measurements, in 1913 262 Lodge Creek at Hartt's Ranche: description 250 discharge measurements, in 1913 250 daily gauge height and discharge, for 1913 250 monthly discharge, for 1913 251 Lodge Creek at Hesters Ranche: description '. . 251 discharge measurements, in 1913 252 daily gauge height and discharge, for 1913 252 monthly discharge, for 1913 253 Lodge Creek at Willow Creek Police Detach- ment: description 260 discharge measurements, in 1913 260 daily gauge height and discharge, for 1913 261 monthly discharge, for 1913 261 Lodge Creek, East Br. at English's Ranche: description 248 discharge measurements, in 1913 248 daily gauge height and discharge, for 1913 249 monthly discharge, for 1913 249 Lodge Creek (N.E. (36-4-2-4) : discharge measurement, in 1913 262 Lonepine Creek at Hewitt's Ranche: description 287 discharge measurements, in 1913 287 daily gauge height and discharge, for 1913 288 monthly discharge, for 1913 289 Long Creek near Estevan: description 389 discharge measurements, in 1913 389 daily gauge height and discharge, for 1913 390 monthly discharge, for 1913 391 Louise Creek near Laggan: description 76 discharge measurements, in 1913 77 daily gauge height and discharge, for 1913 77 monthly discharge, for 1913 78 Low Velocity Limitations 22 Lyon Creek (Sec. 39-7-4-5) : discharge measurement, in 1913 182 M Mackay Creek at Walsh: description 366 discharge measurements, in 1913 366 daily gauge height and discharge, for 1913 367 monthly discharge, for 1913 367 Mackay Creek, East Branch at Grant's Ranche: description 362 discharge measurements, in 1913 363 daily gauge height and discharge, for 1913 363 monthly discharge, for 1913 364 Mackie Creek (Sec. 19-2-18-4) : discharge measurements, in 1913 2 14 Macleod District: summary of work in 1913 9 Maligne River (Tp. 45-28-5) : discharge measurements, in 1913 35 Mami Creek near Mountain \'iew: description 189 discharge measurements, in 1913 190 daily gauge height and discharge, for 1913 190 monthly discharge, for 1913 191 INDEX 411 SESSIONAL PAPER No. 25c Page. Manyberries Creek at Hooper and Huckvale's Ranche: description 245 discharge measurements, in 1913 245 daily gauge height and discharge, for 1913 246 monthly discharge, for 1913 246 Many Island Lake Drainage Basin: general description 362 Maple Creek at Maple Creek: description 351 discharge measurements, in 1913 352 daily gauge height and discharge, for 1913 352 monthly discharge, for 1913 353 Maple Creek near Maple Creek: description 353 discharge measurements, in 1913 353 daily gauge height and discharge, for 1913 354 monthly discharge, for 1913 355 Maple Creek, (N.W. 23-14-26-3): discharge measurements, in 1913 362 Maple Creek (Town) water main (S.E. 20-10- 25-3): discharge measurements, in 1913 351 Marshall & Gaff Ditch near Tenmile Police Detachment: description 2 74 discharge measurements, in 1913 274 McGUlivray Creek near Coleman: description 177 discharge measurements, in 1913 177 daily gauge height and discharge, for 1913 178 monthly discharge, for 1913 178 McLeod River (Sec. 33-52-17-5) : discharge measurement, in 1913 35 McLeod River (XAV. 5-52-18-5): discharge measurements, in 1913 35 McLeod River (NAY. 3-54-16-5): discharge measurements, in 1913 35 McLeod River (Athabasca Drainage Basin) : report on 404 McShane Creek at Small's Ranche: description 358 discharge measurements, in 1913 358 daily gauge height and discharge, for 1913 359 monthly discharge, for 1913 360 Mean Discharge: monthly >. . . , 23 Mean Velocity: methods of measuring 21 vertical velocity curve method of deter- mining 21 three-point method of determining 21 two- point method of determining 21 single-point method of determining 21 integration method of determining 22 Middle Creek at Hammond's Ranche: description 258 discharge measurements, in 1913 258 daily gauge height and discharge, for 1913 259 monthly discharge, for 1913 259 Middle Creek at McKinnon's Ranche: description 253 discharge measurements, in 1913 253 daily gauge height and discharge, for 1913 254 monthly discharge, for 1913 255 Middle Creek at Ross' Ranche: description 255 discharge measurements, in 1913 256 daily gauge height and discharge, for 1913 256 monthly discharge, for 1913 257 Middle Creek (SAV. 9-4-29-3) : discharge measurements, in 1913 262 Middle Creek (S.E. 33-5-1-4): discharge measurements, in 1913 262 Miette River near Jasper: description 27 discharge measurements, in 1913 28 Miette River (Athabasca Drainage Basin): report on 402 Milk River Drainage Basin: general description 217 miscellaneous discharge measurements, in 1913 244 study of conditions of run-off, for 1913 . . . 241 Milk River District: summju-y of work in 1913 11 Milk River at Milk River: description 229 discharge measurements, in 1913 229 daily gauge height and discharge, for 1913 230 monthly discharge, for 1913 231 No. 25c.— 27 Page. Milk River at Pendant d' Oreille Police Detachment: description 235 discharge measurements, in 1913 235 daily gauge height and discharge, for 1913 236 monthly discharge, for 1913 237 Milk River at Spencer's Lower Ranche: description 238 discharge measurements, in 1913 238 daily gauge height and discharge, for 1913 239 monthly discharge, for 1913 240 Milk River at Writing-on-Stone Police De- tachment: description 232 discharge measurements, in 1913 232 daily gauge height and discharge, for 1913 233 monthly discharge, for 1913 234 MUk River, North Br. near Mackie's Ranche: description 222 discharge measurements, in 1913 223 Milk River, North Branch near Peters' Ranche: description 217 discharge measurements, in 1913 218 daily gauge height and discharge, for 1913 219 monthly discharge, for 1913 220 Milk River, South Branch at Croff's Ranche: description 223 discharge measurements, in 19.13 223 daily gauge height and discharge, for 1913 224 monthly discharge, for 1913 225 Milk River, North Br. at Knight's Ranche: description 221 discharge measurements, in 1913 221 daOy gauge height and discharge, for 1913 222 monthly discharge, for 1913 222 Milk River, South Br. at Mackie's Ranche: description 226 discharge measurements, in 1913 226 daOy gauge height and discharge, for 1913 227 monthly discharge, for 1913 228 Mill Creek near Mountain Mill: description 159 discharge measurements, in 1913 160 daily gauge height and discharge, for 1913 160 monthly discharge, for 1913 161 Miners Creek (Sec. 10-2-11-4): discharge measurements, in 1913 244 Miners Creek (Sec. 11-2-11-4): discharge measurements, in 1913 244 Miners Creek (Sec. 11-1-11-4): discharge measurements, in 1913 • 244 Mink Creek (S.E. 31-7-29-3): discharge measurements, in 1913 281 Mink Creek (S.E. 21-7-29-3) : discharge measurement, in 1913 281 Mitchell Ditch (N.E. 23-14-26-3): discharge measurements, in 1913 362 Moosejaw Creek Drainage Basin: general description 384 miscellaneous discharge measurements, in 1913 389 Moosejaw Creek at Chevrier's Farm: description 385 discharge measurements, in 1913 386 Moosejaw Creek near Lang: description 384 discharge measurements, in 1913 384 daily gauge height and discharge, for 1913 385 monthly discharge, for 1913 385 Moosejaw Creek at McCarthy's Farm: description 386 discharge measurements, in 1913 386 daily gauge height and discharge, for 1913 387 monthly discharge, for 1913 388 Moosejaw Creek (N.E. 15-15-25-2): discharge measurements, in 1913 389 Moose Mountain Creek near Oxbow: description 394 discharge measurements, in 1913 395 daily gauge height and discharge, for 1913 395 monthly discharge, for 1913 396 Morrison Brothers Ditch: description 309 discharge measurements, in 1913 309 daily gauge height and discharge, for 1913 309 monthly discharge, for 1913 310 Morrison Creek (N.W. 7-8-2-2): discharge measurements, in 1913 400 412 INDEX 4 GEORGE v., A. 1914 Mosquito Creek near Nanton: description discliarge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 Muddypound Creek at Hart's Ranche: description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 Mule Creek (S.E. 34-5-17-3): discharge measurements, in 1913 Muskeg Creek (See Edson River): N Nanton Creek near Nanton- description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 Ne/; Perce Creek (N.E. 17-8-4-5): discharge me-asurements. in 1913 North Branch of Fish Creek: (see Fish Creek) North Branch of F'renchman River: (se" Frenchman River) North Branch of Milk River: (see Milk River) North Branch of Sheep River at Millarville: (see Sheep River) North Saskatchewan River Drainage Basin: general description . miscellaneous discharge measurements, in 1913 North Saskatchewan River at Battleford: description _ discharge measurements, in North Channel, in 1913 daily gauge height and discharge of North Channel, for 1913 monthly di.=-charge of North Channel, for 1913 discharge measurements of South Channel in 1913 daily gauge height and discharge of South Channel, for 1913 monthly discharge of South Channel, for 1913 monthly discharge, for 1913 North Saskatchewan River at Prince Albert: description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 daily gauge height and discharge, for 1910 daily gauge height and discharge, for 1911 monthly discharge, for 1910-11 North Saskatchewan River at Edmonton: description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 North Saskatchewan River at Rocky Moun- tain House: description daily gauge heights, for 1913 Nose Creek near Calgary: description discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 O OfEce computations Office Work: summary of, in 1913 Oil Creek (S.W. 23-1-30-4) : discharge measurements, in 1913 Oldnian River Drainage Basin: general description miscellaneous discharge measurements, in 1913 Oldman River near Cowley: desciiption discharge measurements, in 1913 daily gauge height and discharge, for 1913 monthly discharge, for 1913 Page. 140 141 141 142 146 147 147 148 310 142 143 143 144 182 36 59 42 42 43 44 45 45 46 47 37 37 38 39 40 41 41 47 48 48 49 50 50 107 108 108 109 23 15 186 144 181 163 164 164 165 Page. Oldman River near Macleod: description 151 discharge measurements, in 1913 151 daily gauge height and discharge, for 1913 152 monthly discharge, for 1913 153 Organization: in 1913 7 Oxarart Creek at Wylie's Ranche: description 282 discharge measurements, in 1913 282 daily gauge height and discharge, for 1913 283 monthly discharge, for 1913 284 Pakowki Lake Drainage Basin: general description 245 miscellaneous discharge measurements, in 1913 247 Pearce's Ditch (N.VV. 2-7-23-3): discharge measurement, in 1913 310 Petrified Coulee (N.E. 7-20-22-3) : discharge measurements, in 1913 310 Pekisko Creek at Pekisko: description 122 discharge measurements, in 1913 123 daily pau- of work, in 1913 11 Whirlpool River (Athabasca Drainage Basin): report on 402 Whitemud Coulee (S.W. 26-7-29-3): discharge measurements, in 1913 281 Willow Creek near Macleod: description 148 discharge measurements, in 1913 149 daily gauge height and discharge, for 1913 149 monthlv discharge, for 1913 150 Willow Creek (S.W. 36-12-28-4): discharhe measurements, in 1913 182 Winler observations 24 Winter records: measurements and computations of 24 Winter stations: selection of 24 W^olf Creek (S.W. 3-54-16-5): discharge measurements, in 1913 36 Wolf Creek (Athabasca Drainage Basin) : report on 405 Yarrow Creek (S.E. 18-4-28-4): discharge measurements, in 1913 186 York Creek (S.E. 30-7-3-5); discharge measurements, in 1913 182 4 GEORGE V. SESSIONAL PAPER No. 25d A, 1914 SUPPLEMENT TO THE ANNUAL llEPORT OF THE DEPARTMENT OF THE INTERIOR T\VEX.FTH[ REPORT GEOGRAPHIC BOARD OF CANADA COXTAINIXG ALL DECISIONS TO JUXE 30 1013 PRINTED BY ORDER OF P.IRLIAMEST ■-' >Uj>^a OTTAWA PRINTED BY C. H. PARMELEE, PRINTER TO THE KING'S MOST EXCELLENT MAJESTY 1913 [No. 25c/— 1914.] 4 GEORGE V. SESSIONAL PAPER No. 25d A. 1914 To the Hon. W. J. Eoche. Minister of the Interior. The undersigned has the honour to submit the Twelfth Keport of the Geographic Board of Canada, containing all decisions to June 30, 1913. E. DEVLLLE, Chairman of the Board. 25 J—] h 4 GEORGE V. SESSIONAL PAPER No. 25d A. 1914 TABLE OF CONTENTS Page Order in Council establishing Board 5 List of Members 6 By-laws 7 Rules of Nomenclature 9 All decisions from inauguration of Board to June 30, 191o 13 Index for Provinces, Territories and Counties 191 Counties in Canada 227 Townships in Ontario 228 Quebec 239 Nova Scotia 246 Parishes in New Brunswick 246 4 GEORGE V. SESSIONAL PAPER No. 25d . A. 1914 ORDER IN COUNCIL THE CANADA GAZETTE. Ottawa, Saturday, June 25, 1898. lSS2Jt'\ AT THE GOVERNMENT HOUSE AT OTTAWA. SATUEDAY, DECEMBER 18, 1897. PRESENT : HIS EXCELLENCY THE GOVERNOR GENERAL IN COUNCIL. His Excellency, by and with the advice of the Queen's Privy Council of Canada is pleased to create a ' Geographic Board ' to consist of one member for each of the Departments of the Geological Survey, Railways and Canals, Post Office, and Marine and Fisheries, such member, being appointed by the Minister of the department;^ of the Surveyor General of Dominion Lands, of such other members as may from time to time be appointed by Order in Council, and of an officer of the Department of the Interior, designated by the Minister of the Interior, who shall act as secretary of the Board; and to auuthorize the Board to elect its chairman and to make such rules and regulations for the transaction of its business as may be requisite. His Excellency is further pleased to order and direct, that all questions concerning geographic names in the Dominion which arise in the departments of the public ser- vice shall be referred to the Board, and that all departmeiits shall accept and use in their publications the names and orthography adopted by the Board. JOHN J. McGEE, Clerh of the Privy Council. Extract from 0. in C. dated Dec. U, 1899. ' That the Order in Council constituting the Board be amended by giving to the government of the Northwest Territories and to each Province the right to nominate one of their officials as a member of the Board who shall advise the Board with refer- ence to names in his Province, provided that the several governments undertake to be guided by the decisions of the Board. 4 GEORGE V. SESSIONAL PAPER No. 25d A. 1914 MEMBERS OF THE GEOGRAPHIC BOARD OF CANADA Chairman E. Deville, Surveyor-General of Dominion Lands. Secretary A. PI. Whitcher, Department of the Interior. Executive Committee. D. B. DowLixG, Geologist, Geological Survey, Department of Mines. C. O. Senegal^ Geographer and Ch. Draughtsman, Geol. Survey, Dept. of Mines. jAiiES White, Secretary, Commission of Conservation. Members. W:m. p. Axdersox^ Chief Engineer, Department of Marine and Fisheries. W. H. BoYD^ Topographer, Geological Survey, Department of Mines. A. G. Doughty, Dominion Archivist. E. V. Johnson, Inspecting Engineer, Department of Railways and Canals. Wm. Smith, Secretary, Post Office Department. Provincial Representative Members. (Order in Council, December IJf, 1899.) Ontario — Aubrey White, Deputy Minister of Lands and Forests, Toronto, Ont. Quebec — Eugene Rouii.lard, President, Quebec Geographic Board, Quebec. New Brunswick — Wm. S. Carter, Chief Superintendent of Education, Fredericton, N.B. Nova Scotia — A. H. MacICay, Superintendent of Education, Halifax, N.S. Prince Edward Island — Hon. M. McKiNNON, Provincial Secretary, (ex-officio), Charlottetown, P.E.T. British Columbia — Wm. Fleet Robertson, Provincial Mineralogist, Victoria, B.C. Saskatchewan — John A. Reid, Deputy Provincial Treasurer, Regina, Sask. 6 4 GEORGE V. SESSIONAL PAPER No. 25d A. 1914 GEOGRAPHIC BOARD OF CANADA BY-LAWS. I — Officers of the Board. The officers shall consist of a chairman (who shall be elected by ballot), of an executive committee of three to be nominated by the chair and approved by the Board, all of whom shall serve for one year or until their successors shall be chosen, and of the secretary. II — Duties of Officers. (a.) The chairman shall preside at the meetings and shall certify to the decisions of the Board. lie shall appoint all committees not specially named by the Board. In his absence the Board shall have power to elect a temporary chairman. (h.) The secretary shall keep minutes of the proceedings of the Board and shall record the decisions rendered, or other action of the Board upon cases submitted to it, with reference to the papers filed in each case. He shall maintain files of the origi- nal papers, or copies of them, that may be presented in each case, conveniently arranged for reference. He shall, under the instructions of the Board, conduct the general correspondence and shall receive communications presented for the considera- tion of the Board. (c.) The executive committee shall receive through the secretary all communica- tions requiring decision by the Board, shall investigate the questions presented, and. after securing information from all available sources, shall report to the Board with recommendations regarding them. (d.) Before dealing with any name within a province represented upon the Board, such name shall be submitted to the representatire of said province for examination and report. (e.) Upon the receipt of a communication submitting place-names for the con- sideration of the Board, it shall be the duty of the secretary, after preliminary sub- mission to the executive committee, to transmit at once a copy of such communica- tion, together with any papers relating thereto, to the member of the Board for the provinve affected, and also, in the case of coast names appearing on admiralty charts, to the hydrographer of the admiralty. (/) So soon as the report of the provincial representative, and in the case of chart names, the report of the hydrop:rapher, are received, the secretary shall immediately submit the whole correspondence to the executive committee who shall promptly pre- pare the names for submission to the Board. (g). The secretary shall enter upon every record submitted for the consideration of the Board, the recommendation of the provincial representative, and, if any, the recommendation of the hydrographer. TIT — ^^Ieetings. The Board shall hold regular meetings on the first Tuesday in each month. Special meetings may be called by the chairman or by the executive committee. Five members of the Board shall constitute a quorum, but on the written request of any member, filed with the secretary of the Board within a month from the date of a meeting, any decision adopted at such meeting shall be reserved for approval by a 8 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 majority of the full Board. The affirmative vote of a majority of all the members of the full Board shall be required for the final decision in any case. All motions presented for the consideration of the Board shall be submitted in Avriting. IV — Keports. The Board shall publish its decisions on geographic names, after each meeting, in the Canada Gazette and in bulletins, the same to be consolidated in a general report of the Board's work, to be issued after the 30th of June in each year, V — A:mendment. These by-laws may be amended at any regxilar or special meeting, by a majority vote of all the members of the Board, provided that copies of the proposed amend- ment have been sent by the secretary to the members of the board at least twenty days previous to the time the vote is taken. GEOGRAPHIC BOARD OF CANADA 9 SESSIONAL PAPER No. 25d EULES OF XOMENCLATUKE. 1. When the priority of a name has been established by publication, particularly when such publication has occurred in any standard or authoritative work or works, that name should, if possible, be retained. 2. WTien names have been changed or corrected, if not too firmly established by local usage or otherwise, the original forms should be restored. 3. In cases where what was evidently originally the same word, appears with vai-ious spellings sanctioned by local usage or otherwise, these various spellings when applied to different features should be regarded as in effect different names, and as a rule it is inadvisable to attempt to produce uniformity. 4. As a rule the first published name should be retained, but where a choice is offered between two or more names for the same place or locality, all sanctioned by local usage, that which is most appropriate and euphonious should be adopted. 5. The possessive form should be avoided whenever it can be done without destroy- ing the euphony of the name or changing its descriptive application. "Wliere the pos sessive form is retained, the apostrophe should be dropped. 6. It is desirable to avoid the use of hyphens to connect parts of Indian names 7. IsTames consisting of more than one word may be connected by hyphens or combined in one word as may be advisable. 8. It is desirable to avoid the use of the words city and town as parts of names. 9. The form ' canyon ' may be vised instead of ' canon,' but the latter is prefer- able. 10. The term ' brook ' is considered preferable to ' creek ' for designating small streams, and will be adopted in cases where the latter has not become too firmly fixed. 11. The Board suggests that the initial letters of generic or descriptive parts of geographical names, when used in reports or other documents, should not be capitals. 12. The u.se of alternative names should be discontinued where possible or not inconvenient. 13. Geographical names in a foreign country should be rendered in the form adopted by that country, except where there are English equivalents already fixed by usage. 14. French names in Canada are to be spelt, accented, hyphenated, (Src. accord- ing to the rules of the French language. 15. In cases where names already exist, and have been published in both English and French form and have been sanctioned by long usage, no attempt shall be made to abolish either form, but both may be recognized and published in the Board's lists or decisions and it shall be deemed correct to use either form in official documents in either language. In all other cases any duplication of form shall be discouraged and preference shall be given to the form which has priority of origin, whether this be English or French. 16. In English text and map printing, the use of hyphens for composite French names, though it is recommended, shall not be considered obligatory. 17. The spelling of native geographical names should represent, approximately, the true sounds of the words as pronounced in the native tongue. In the ortho- graphy of names of Indian origin in the province of Quebec, the rules of the Board, based on those of the Royal Geographical Society, are preferable to French practice as being simpler and in accordance with international usage, and shall be followed in the case of new names. 18. Where a generic descriptive term, such as Cape, Bay, Biver, tSrc. is added to a name, it is permissible to translate such term into French for use in French 10 DEPARTMEST OF THE INTERIOR 4 GEORGE v., A. 1914 publications, or into English for use in English publications, if it can be done with- out producing a mixture of English and French. 19. The Board adopts the rules of the Koyal Geographical Society for the ortho- graphy of geographical names, of which the broad features are as follows: — (a) The vowels are to be pronounced as in Italian and the consonants as in Eng- lish. (h) Every letter is pronounced, and no redundant letters are introduced. When two vowels come together each one is sounded, though the result, when spoken quickly, is sometimes scarcely to be distinguished from a single sound, as in ai, au, ei. (c) One accent only is used, the acute, to denote the syllable on which stress is laid. This is very important, as the sounds of many names are entirely altered by the misplacement of this ' stress.' The following amplification of the foregoing rule? explains their application: — GEOGRAPHIC BOARD OF CANADA SESSIONAL PAPER No. 25d 11 Letters. Pronunciation and Remarks. Exanii)les. ah, a as in father, eh, a as in fate. . . English e; i as in ravine; the sound of ee in beet. | Thus, not Feejet, buti 0 AS in mote long u as in tiute; the sound of oo in hoot, oo or on should never be| employed for this sound Thus, not Zooloo, but j All vowels are shorttned in sound by donhling the followim/ conson-' ant 1 Doubling a vowel is only necessarj'.when there is a distinct rei)eti- tion of the single sound. as in aisle, or English / as in ice ow SkS in hoir Thus, not Foochou; but is slightly different from above . when followed by a consonant or at the end of a word, as in lnw is the sound of the two Italian vowels, but is frequently slurred over, when it is scarcely to be distinguished from d in the English eiaht or eu in the English they. English b. is ahvaj's soft, but is so nearly the sound of s that it should be seldom used. If Celebes were not already recognized it would be written SelebeK. is always soft as in church English d. English /. ph should not be used for the sound of /. Thus, not Haiphong, but is always hard. (Soft y is given by j ) is always pronounced when inserted. as in what; better rendered by hio than by irh, or // followed by a vowel, thus Hwang ho, not Whang ho, or Hoaiig ho. English j. Dj should never be put for this sound English k. It should always be put for the hard <■. Thus, not Corea, but The Oriental guttural is another guttural, as in the Turkish As in English. has two separate sounds, the one hard as in the English wovA finger, the other as in singer. As these two sounds are rarely employed in the same locality, no attempt is made to distinguish between them. As in English. As in loophole. stands both for its sound in thing, and as in th is. The former is most common. should never be emjjloyed; qu (in quiver) is given as kiv. . . .* When qu has the sound of k as in quoit, it should be given by k. As in English. Java, Banana, Somali, Bari. Tel el Kebir, Oleleh, Yezo, Medina, Levuka, Peru. Fiji, Hindi. Tokyo. Zulu, Sumatra. Yarra, Tanna, I\[ecca,.Tidda Nuulua, Oosinia. Shanghai. Fuchau. Macao. Cawnpore. Beirut, Beilul. Celebes. Chingchiii. Haifong, Xafa. Galapagos. Hwang ho, Ngan liwei. Japan, Jinchuen. Korea. Khan. Dagh, (Jhazi. Chenuilpho, Mokpho. Bethlehem. Kwangtung. Sawakin. .' . i is always a consonant, as in yard, and therefore should never be used, Kikuyu. as a terminal, t or e being substituted as the sound may require. ' Thus, not Mikindany, but Mikindani. not Kiviily, but Kwale. English : ; Zulu. The French j, or as s in treasure I Muzhdaha. Accents should not generally be used, but where there is a very de- cided emphatic syllable or stress, which affects the soimd of the Tongatkbu, I'ai^won, S;*r word, it should be marked by an acute accent. I awak. 4 GEORGE V. SESSIONAL PAPER No. 25d A. 1914 DECISIOjSrS In the following list of names, those approved by the Board are printed in black tjrpe. Names, and different forms of the same name, which have been discarded are also given; the former being printed in italics and alphabetically arranged with the adopted names, but the latter, when nearly like the adopted forms, are not repeated. A Abatagush; bay, at the south end of Mistassini lake, Mistassini territory. Que. Aberdeen; mount, northeast of mount Lefroy, Alta. (Not Hazel peak.) AhhiTca. See Apika. Abbot; pass, near mount Lefroy, Alta. and B.C. Abbott; movmt, south of Glacier station, Kootenay district, B.C. Abbott Corners; post office, Missisquoi county. Que. (Not Abbotts Corners.) Abitibi; territory. Que., also lake on boundary line between Ontario and Quebec, and river flowing from the lake to Moose river. Out. (Not Abitibbi, Abittibi, nor Abittibbi.) Abloviak; bay, east shore of Uugava bay, New Quebec. (Not Ablorialik.) Aboushagan; river, Westmorland county, N.B. (Not Abouchagan, Aboushogan, Aboushagin, nor Abougoggin.) Ahraham. See Abram. Abram; lake, north of Minnitaki lake, Kenora district, Ont. (Not Abraham nor Abram's.) Acheninni; lake, on Grassberry river, central Saskatchewan. (Not Blackfeet.) Achigo. See Sachigo. Active; pass, between Galiano and Mayne islands, in the southern portion of the strait of Georgia, B.C. (Not Plumper's.) Actonvale; town, Bagot county. Que. (Not Acton Vale.) Acton Corners; post office, Grenville county, Ont. (Not Acton's Corners.) Adam; lake, west of Fluke lake, Kenora district, Ont. I * Adamant; glacier, mountain, and range, Selkirk mountains, Kootenay district, B.C. Adams; creek, branch of Bonanza creek, Klondike river, Yukon. Adams ; lake and river, emptying into the westerly end of Shuswap L., Yale dist., B.C. Adelaide; island, northeast of Grenadier island, St. Lawrence R. Leeds county, Ont. Admiral. See Saltspring. Admiralty; group of islands, St. Lawrence R., south of Gananoque, Leeds Co., Ont. Adstock; township and village, Frontenac county, Que. Advance; reef, off Michael point, Manitoulin island, Manitoulin district, Ont. Affleck; lake, northwest of Rosamond lake, Kenora district, Ont. Afton; mount, south of mount Abbott, Selkirk mountains, Kootenay district, B.C. Agawa; bay, islands, point, and river, Manitoulin district, Ont. (Not Aguawa.) 13 -14 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Agnes; lake, west of lake Louise, Alta. (Not The Goat's Looking Glass.) A(jotawekami. See Duparquet. Aguawa. See Agawa. A. H. Ward. See Ward. Ahwillgate. See Awillgate. Aiabewatik; lake, east of Anzhekumming lake, Kenora district, Ont. Aiktow ; creek, flowing into the S. Saskatchewan at ' The Elbow,' Sask. Ainslie; shoal, south of Girouard point, Manitoulin island, Manitoulin district, Ont. Airy; mount, east of mount Stanley, Kootenay district, B.C. Aishihik; lake, and river tributary to the Dezadeash, southwestern Yukon. Aiskew; island, northward of Frank point, western shore of Observatory inlet, Cassiar district, B.C. Akamina; creek, tributary to Kishinena creek, near international boundary, Ivootenay district, B.C., also pass, Alta. and B.C. (Not Akimina.) Ahamina. See Starvation. Akolkolex; river, tributary to Columbia river, between Revelstoke and Arrowhead, Kootenay district, B.C. (Not Akotkolex.) Akos; lake, at head of Kamachigama R., Montcalm Co., Q. (Not Akonse nor Akoncy.) Ahotl-olex. See Akolkolex. Akpatok; island, Ungava bay. New Quebec. Akpatoh. See Aukpatuk. Akuinu; river, tributary to Athabaska river, Alta. (Not A-kew-i-new.) Akuling; inlet, north shore of Hudson strait, N.W.T. (Not A-ku-ling.) Akwatuk; bay and river, south of Big river. New Quebec. (Not Aquatuk.) Albanel; lake, east of Mistassini lake, Mistassini territory. Que. (Not Little Mis- tassini nor Mistassinis.) Mistassini lake and the lake called in recent years * Little Mistassini ' or * Mistassinis,' were explored in 1762 by Pere Charles Albanel, a Jesuit missionary, when on his way from L. St. John to Hudson bay via Rupert river. Pere Albanel gave his name to the smaller lake and it is so named on the maps of Laure 1732, Bellin 1755, D'Anville 1755 and others from 1763 to 1794. In view of this evidence and the recommendation of the advisory member of the Board representing the province of Quebec, the previous decision has been revised. Albee; lake, Montbeillard township, Pontiac county, Quebec. Albert; canyon, creek, glacier, peak, and snowfield, east of Illecillewaet river, Koote- nay district, B.C. Albert; port, Huron county, Ont. Albert; town, in Albert county, N.B. (Not Hopewell Corner.) Albert. See Anderson. Alberta; province, also Mt. Alberta north of Mt. Columbia. Rocky ^Its.. Alta. Aldborough; post office and township, Elgin county, Ont. (Not Ajdboro.) Albury; post village, Ameliasburg township, Prince Edward county, Ont. Alcott; creek, flowing northeasterly into Chitek river, central Sask. (Not Rat.) Aldridge ; lake, west of Obowanga river, Thunder Bay district, Ont. Alemek. See Lamek. Alexander: railway station, slough, and village. Manitoba. (Not The P.ig slough.) GEOGRAPHIC BOARD OF CANADA 15 SESSIONAL PAPER No. 25d Alexandra; lake, Smellie township, Kenora district, Out. Alexandra; mount, west of Mt. Lyell. summit range of the Rockies, Alta., and Kootenay district, B.C. Alexis; creek and lake, tributary to Chilcotin river, also Alexis Creek, post office, Cariboo district, B.C. Alford; post office and railway station, Brant county, Ont. (Not Alford Junction.) Alford Junction. See Alford. Algernon ; rock, in St. Lawrence river, southeast from * Stone Pillar,' below Goose island, L'Islet county. Que. (Not Roche a Veillons nor South.) Alice; lake, northeast of Bow lake, Alta. Alki; creek, tributary to Klondike river, Yukon. Allan ; lake, east of Wallace river, and river tributary to Saulteux E., central Alta. Allan; point, south of Dorval, Jacques Cartier county, Que. (Not Marion.) Allan Corners; post office, Chateauguay county. Que. (Not Allan's Corners.) Allan Mills; post office, Lanark county, Ont. (Not Allan's Mills.) Allanwater; river, emptying into Wabakami lake, Thunder Bay district, Ont. Allen: island, west of Beekman peninsula, N.W.T. Allgold ; creek, tributary to Klondike river, Yukon. Alligator; lake and mountain, north of Watson river, southern Yukon. AUumette; lake, an expansion of Ottawa river, Renfrew county, Ont. (Xot Pembroke.) AllumeUe. See Chalk. Alma; creek, tributary to Klondike river, Yukon. Alouettes, (pointe aux) ; point, at southern entrance to Saguenay river, Saguenay county. Que. (Not Lark point nor Pte. Aux Alouette.) Alsek; river, formed by the junction of the Dezadeash and Kaskawulsh, Cassiar dis- trict, B.C., and Yukon. (Not Alseck nor Altsek.) Altrude; creek, flowing from a group of small lakes of same name, near Vermilion pass, to Bow^ river, west of Castle station, Alta. (Not Little Vermilion.) Alukpaluk; bay. southeast shore of Ungava bay. New Quebec. Alwin; rock, west of Bigsby island, at entrance to Key harbour, Georgian bay, Parry Sound district, Ont. Amazon. See Milton. Ambella. See Arabella. Ameliasbnrg ; township. Prince Edward county, Ont. (Not Ameliasburgh.) Amherst; island, in lake Ontario, Addington county, Ont. Amik; lake, south of Minnitaki lake, Kenora district, Ont. Amikitil: See LaSarre. Amiskwi; peak, at headwaters of Amiskwi R. Rocky Mts., Kootenay district, B.C. Amiskwi; river, tributary to Kicking Horse river, Kootenay district, B.C. (Not Beavertail nor North Branch of Kicking Horse river.) Ammerman; mountain, a sjnir of JJavidson niotnitains, international liouiidary, Alaska and Yukon. Amy; point, at north end of Gribbell island. Coast district, B.C. Anaham. See Anahim. Anahim; creek, tributary to Chilcotin river, also lake and Indian Reserve, Cariboo district, B.C. (Not Anaham.) t6 DEPARTMENT OF THE IXTERIOR 4 GEORGE v., A. 1914 Anamebini; river, tributary to Severn E., Patricia district, Ont. (Not Anamabine.) Anderson; cbannel, east of Beekman peninsula, N.W.T. Anderson; lake, southwest of Seton lake, Lillooet district, B.C. Anderson; mount, south of Wheaton river, southern Yukon. Anderson; point IST.E. entrance to Washow bay, L. Winnipeg, Man. (Not Albert.) Anderson. See Henderson. Anderson Corners; settlement, Huntingdon county, Que. (Not Anderson's Corners.) Anerley; lake, Tp. 28, Eges. 9 and 10, W. 3 M. Sask. (Not Eed Deer.) Anesty. See Anstey. Ange Gardien de Bouville. See Canrobert. Angle; mountain, in the angle formed by the Seymour arm of Shuswap lake, Yale district, B.C. Angle peak. See The Vice-President. Ann; point, Upper Arrow lake, Kootenay district, B.C. (Not Lone Tree.) Anne; point, opposite Massasauga point, Hastings county, Ont- Annette; lake, north of mount Temple, Alta. Annie ; lake, north of the ' big bend ' of Wheaton river, southern Yukon. Annimwash; bay, in L. St. Joseph, and lake north of L. St. Joseph, Patricia, Ont. Anse-a-Beaufils ; post settlement, Gaspe county, Que. (Not L'Anse au Beaufils.) Anse-an-Vallon ; village, Gaspe county, Que. (Not L'Anse-a-Valleau.) Anstey; arm, creek, lake, and river, Shuswap lake, Yale district, B.C. (Not Anesty.) Anstey; mount, Selkirk range, Kootenay district, B.C. Anstruther; lake and township, Peterborough county, Ont. (Not Eagle.) Ant. See Deacon. Anticline ; mountain, between headwaters of Nordenskiold E. and L. Laberge, Yukon. Antler; creek, tributary to Souris river, southern Man. and Sask. (Not South Antler.) Antonio; point, southerly extremity of Maurelle island. Coast district, B.C. Anuk; river, tributary to Stikine river, Cassiar district, B.C. Anvil; mountain, between Cottonwood and Dease rivers, Cassiar district, B.C. Anwatan; lake, east of Grand lake Victoria, Pontiac county, Que. Anzhekumming ; lake, northeast of Manitou lake, Kenora district, Ont. (Not Upper Manitou.) Apeganan; river, tributary to Burntwood river, Manitoba. (Not Muddy Water.) Apika; brook, flowing into head of L. Timiskaming, Que. (Not Abbika.) Apussigamasi ; lake, on Burntwood river, Manitoba. (Not Appussigamahsin.) AquaiuTc. See Alcwatuk. Arabella; island, south of Francis island, between Grindstone and Wolfe islands, St. Lawrence river, Frontenac county, Ont. (Not Ambella.) Arbutus; rock, south of cape Hurd, Bruce county. Ont. Arhutus. See Saddle. Arcand; bay, in Ottawa river, west of Montebello, Ottawa county, Que. (Not Arcans, Cardinal'g nor Charlebois.) Arcans. See Arcand. Archibald; bay, north shore of Hudson strait, N.W.T. Areola; lake, Tp. 10, E. 3, W. 2 :^r. Sask. (Not Fish.) GEOGRAPHIC BOARD OF CANADA 17 SESSIONAL PAPER No. 25d Arcs (lac des) ; lakes, south of Bow river, Rocky Mountains park, Alberta. Ardoise. See L'Ardoise. Argyle; creek, tributary to St. Mary river, Kootenay district, B.C. Argyle ; islands, northwest of Burke island, Bruce county, Ont. Arignole. See Original. Arkansas; creek, tributary to Dominion creek, Indian river, Yukon. Arh-e-leenik. See Thelon. ArJcell. See Kusawa. Arlington; lakes and mountain, west of the west fork of Kettle river, Yale, B.C. Arm; islands, Southgate group, Queen Charlotte sound, Coast district, B.C. Arm; river, flowing into the southern portion of Last Mountain lake, southern Sask. Armit; river, flowing into Bed Deer lake, Man. and Sask. (Not Armitt.) Armitt. See Armit. Armstrong; lake, Bedditt township, Kenora district, Ont. Armstrong. See Downey. Amet; island, southwest of Stone island, Clayoquot s'^und, Vancouver I., B.C. Aroma; lake, northeast of Tramping lake, Sask. Aroostook; river, tributary to St. John river, Victoria county, N.B. (Not Arostook.) Arosen; island, in Ottawa river, west of Montebello. Ottawa county, Que. (Not Arouson, Rousseau nor Eoussin.) Arrow; lake and river, tributary to Pigeon river, Thunder Bay district, Ont. Arrowsmith; mount, southeast of Alberni, Vancouver island, B.C. Arrowwood. See Rosebud. Arthuret; village, Victoria county,' N.B. (Not Arthurette.) Arthur Land. See Ellesmere. Arthur Seat; mountain, near jSIahlin river, Cassiar district, B.C. (Not Arthur's.) Arva. See Medway. AsapiTcona. See Faucher. Ascot; post office, Sherbrooke county. Que. (Not Ascot Corner.) Ash.; brook, northeast of Nozheiatik lake, Kenora district, Ont. Ash; lake, Redditt township, Kenora district, Ont. Ash. See Lynedoch. Asham; point, southwest of Peonan point, lake Manitoba, Man. Ashby; lake and township, Addington county, Ont. (Not Island lake.) Ashe; inlet, south shore of Big island, Hudson strait, N.W.T. Ashe; lake, northeast of Blaine lake, central Saskatchewan. Asheigamo; lake, S. of L. Ilill, Kenora district, Ont. (Not Bass nor Tasheigama.) Asheweig; river, tributary to Winisk river, Patricia, Ont. (Not West Winisk.) Ashnola; river, tributary to Similkamccn river, Yale district, B.C. (Not Ashnoulou.) Ashton; point, Douglas channel, opposite Maitland island. Coast district, B.C. Ashuapmuchuan ; lake and river. Lake St. John county. Que. Asinitchibastat ; lake, west of Chibougamnu lake, Abitibi territory, Que. (Not Asinitebastat.) Asipimocasi. See Magusi. Asippitti; river, tributary to Bumtwood river, Manitoba. 25d—2 18 DEPARTMEXT OF THE IXTERIOR 4 GEORGE v., A. 1914 Askihivaj. See LaMotte. Askitichi; lake, headwaters of Ashuapmuchuan river, ChicoTitimi county, Que. AsTcow. See Bow. AsTcwahani. See Eskwahani. Aspasia; island, southwest of Grenadier island, St. Lawrence E., Leeds county, Ont. Aspatagoen. See Aspotogan. Aspotogan; harbour, mountain, peninsula, and post office, Lunenburg county, N.S. (Not Aspatageon.) Aspy; bay and river, Victoria county, X.S. (Xot Aspee.) Assiniboine ; mount, Alta. and Kootenay district, B.C. Assinika; lake, discharging into the upper Broadback river, Abitibi territory, Que. Assinkepatakiso ; lake, near Atikwa lake, Kenora district Ont. Assiwanan; lake, at headwaters of St. Maurice river, Champlain county, Que. (Not Asiwawanan.) Astounder; island, southwest of Axeman island. Lake Fleet group, St. Lawrence river, Leeds county, Ont. Asulkan; brook, falls, glacier, pass, and ridge, Selkirk Mts., Kootenay district, B.C. At em. See Atim. Athabaska; lake, in Alta. and Sask. (Not Athabasca.) Athabaska Landing; post settlement, Alberta. (Not Athabasca Landing.) Athabaska; mount, at headwaters of Sunwapta river, also glacier. Rocky Mts., Alta. (Not Athabasca.) Athabaska; pass, at headwaters of "\Miirlpool river, Alta., and Cariboo district, B.C. (Not Athabasca.) Athabaska; river. Alberta. (Not Athabasca.) Athalmer; town, on Columbia river below its outlet from Windermere lake, Kootenay district, B.C. (Not Athelmer.) Athapapuskow ; lake, west of Cranberry lake, Manitoba. (Not Athapuscov;.) Athol; bay, Athol township, Prince Edward county, Ont. (Not Little Sandy.) Atic-a-make. See Atikameg. Atik; river, tributary to Migiskan river, below ^lillie lake, Pontiac euunty. Que. (Not Atikosipi.) Atikameg; lake, western Manitoba. (Not Atic-a-make.) Atihamelc. See Lamy. Atihmahik, See Beaudry. Atikonak; lake and river, near height of land, south of Hamilton river, Ashuanipi territory, Que. (Not Attikonak.) Atikosipi. See Atik. Atikwa; lake, southwest of Dryberry lake, Kenora district, Ont. (Not Deer.) Atim; river, flowing into Manu^n lake, upper St. Lawrence river, Champlain county^ Que. (Not Atem.) Atlin; lake, Cassiar district, B.C. and Yukon. Atlin; mining division and mountain, Cassiar district, B.C. Atocas. See Azatika. GEOGRAPHIC BOARD OF C AX AD A 19 SESSIONAL PAPER No. 25d Attawapiskat ; lake and river, emptying into James bay, Patricia district, Ont. (Not At-tah-wha-pis-kat nor Attawapiscat.) Attim Segoun. See losegun. Atikkamek; creek, tributary to losegun river, Alta. (Not Atikkamey.) Attikonah. See Atikonak. Attitti; lake, south of Churchill river and east of Pelican narrows, Sask. Aubrey; island. Admiralty group, St. Lawrence river, Leeds county, Ont. (Not Burnt, Dark, nor Smoke.) Augustine; peak, in the Bishops' range of the Selkirks, Kootenay district, B.C. Aukpatuk; tishing station, west coast of Ungava bay. New Quebec. (Not Akpatok.) Aulac; river, emptying into Cumberland bay, Westmorland county, N.B. (Not Au Lac nor Oulac.) Ausable; river, south of Goderich, Huron county, Ont. (Not aux Sables nor Sable.) Austerity; glacier and mountain. Adamant range, Selkirk ]\rts., Kootenay, B.C. Austin ; lake, Melick township, Kenora district, Ont. Australia ; creek, tributary to Indian river, Yukon. Autaca. See Azatika. Ava; inlet, north shore of Hudson strait, N.W.T. Avalanche; creek, glacier, and mountain, Selkirk mountains, Kootenay district, B.C. Avens : mount, east of Protection mountain, Eocky mountains, Alta. Awillgate; Indian village, also peak, east of Ilazelton, Cassiar district, B.C. (Not Ahwillgate.) Axel Heiberg; island, west of Ellesmere island, N.W.T. Axeman; island, Lake Fleet group, St. Lawrence river, Leeds county, Ont. Ayesha; peak, north of mount Collie, Rocky mountains, Kootenay district, B.C. Aylen; lake, Dickens township, Nipissing district, Ont. (Not Little Opeongo.) Aylmer; mount, also canyon, north of Minnewanka lake, Rocky Mts. park, Alta. Aylmer: lake, Wolfe county. Que. Aylmer; railway station and town, Ottawa county, Que. (Not Aylmer East.) Aylmer; town, Elgin county, Ont. Aylmer; township, Frontenae county. Que. Azatika; bay and brook, Prescott county, Ont. (Not Atocas, Autaca, Dez Amecane nor Desetieaux.) Azimuth; mountain and peak, north of Mt. Sir Sandford, Selkirk iShs., Kootenay district, B.C. Babine; mountain range, lake, and river tributary to Skeena river, Cassiar and Coast districts, B.C. Sach; mount, in southwestern Yukon, near Hutshi lakes. Bachewanaung. See Batchawana. Bach. See Prairies. Backs; river, flowing northea.'^terly into the Arctic ocean, N.W.T. (Not Thleweecho- deezeth nor Great Fish.) 25£?— 2* 20 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Bach's \Vestern. See Western. Bacon; cove and point, on north side of Prince Rupert harbour, Coast district, B.C. Bacon; rock, west of Ridley island, S.E. of entrance to Prince Rupert harbour, B.C. Bacon. See Vigilant. Bad. See Bull. Badesdawa; lake, north of L. St. Joseph, Patricia district, Ont. Bad Neighbour; rock in main channel entrance to Georgian bay, Bruce Co., Ont. Bad Rice. See Kaiashkomin. Bad Throat. See Manigotagan. Baffin; island, KW.T. (Not Baffin Land.) Bagheera; mountain. Hermit range of the Selkirks, Kootenay district, B.C. Bagot; island, northeast of Grenadier island, St. Lawrence river, Leeds county, Ont. (Not Narrow nor Rattlesnake.) Bagutchuan. See Pagwachuan. Bagwah. See Lonely. Bate des Chaleurs. See Chaleur bay, Baie-St. Paul; town, Charlevoix county, Que. (Not St. Paul's Bay.) Baie-Verte; village, Westmorland county, N.B. (Not Bay Verte.) Bailey; lake, south of L. Seul, Kenora district, Ont. (Not Edith.) Bain; brook, tributary to Incomappleux river, Kootenay district, B.C. Bain; rock, in middle of channel between Great and Outer Duck islands, Manitoulin district, Ont. Bakado; lake, south of Separation lake, Kenora district, Ont. Baker; creek and lake, north of Eldon station, Rocky mountains, Alta. Baker; creek, tributary to Yukon river, south of Klondike river, Yukon. Baker; island, between Nigger island and Trenton, Hastings county, Ont. Baker; mount, south of Howse pass. Rocky mountains, B.C. Bald; head, at entrance to Weller bay, Prince Edward county, Ont. Bald; creek, headwaters of Klondike river, Yukon. Bald; island, in Weller bay, Ameliasburg township. Prince Edward county, Ont. Bald; mountain, east of Sir Donald range of the Selkirks, Kootenay district, B.C. Bald Eagle; lake, on Grass river, Manitoba. Baldur; mount, west of Upper Arrow lake, Kootenay district, B.C. Baldwin's pond. See Lyster lake. Balfour; mount, also glacier and pass. Rocky mountains, Alta. and B.C. Ball, lake; English river, Kenora district, Ont. Ballantyne; bay and river, Deschambault lake, central Saskatchewan. Ballenas; channel and island, strait of Georgia, New Westminster district, B.C. (Not Ballinac.) Ballinac. See Ballenas. Balne ; lake, south of Silver lake, Kenora district, Ont. Baltimore. See Irving. Bamaji; lake, Cat river, west of L. St. Joseph, Patricia district, Ont. (Not Bama- jigma nor Cross.) Banfield; creek, emptying into Barkley sound, Vancouver I., B.C. (Not Bamfield.) GEOGRAPHIC BOARD OF CAXADA 21 SESSIONAL PAPER No. 25d Banks; island N.W, of Victoria I., N.W.T.. (Not Bank's Land, nor Baring Land.) Banner; post settlement, Oxford North township, Oxford county, Ont. Bannock; burn, tributary to Little Slocan E., Kootenay, B.C. (Not Bannock creek.) Bannock; point, at north end of Upper Arrow lake; Kootenay district, B.C. Baptist; harbour, lake, and rock, southeast of cape Hurd, Bruce county, Ont. Baptiste; creek and lake, west of Athabaska Landing, central Alberta. Baptiste; lake, Herschel township, Hastings county, Ont. (Not Kaijick Manitou.) Baptiste; river, tributary to the Saskatchewan, central Alberta. Barbara; lake, southeast of L. Nipigon, Thunder Bay district, Ont. (Not Gull.) Barber; lake, in McGarry township, Timiskaming district, Ont. Barbue; post office, Eouville county, Que. (Not Barbue de St. Cesaire.) Barhue de St. Cesaire. See Barbue. Barclay; railway station, Kenora district, Ont. Barclay. See Barkley. Barge; island. Lake Fleet group, St. Lawrence river, Leeds county, Ont. Barham; mount, west of Surprise lake, Cassiar district, B.C. Baring. See Banks. Bark; lake, Jones township, Renfrew county, Ont. Barkley; sound, on the northwest coast of Vancouver island, B.C. (Not Barclay.) Bamaby; railway station, river, and village, Northumberland county, N.B. (Not Barnaby River P.O.) Barnard; lake, northwest of Sturgeon lake. Thunder Bay district, Ont. Barnes; bay, north shore of Okisollo channel. Coast district, B.C. Baxnes; creek, tributary to Whatshan river, Kootenay district, B.C. Barney; river, Pictou county, N.S. (Not Barney's.) Barney River; post office, Pictou county, N.S. (Not Barney's River.) Barnston; lake, English river, Kenora district, Ont. Barnston pond. See Lyster lake. Barrel. See Keg. Barren; brook, south of Eagle lake, Kenora district, Ont. Barrett ; ledges, east side Braq,dypot channel, St. Lawrence R., Temiscouata Co., Que. Barrett; reef, southeast of Milton bank, Bruce county, Ont. Barrett; rock, east of entrance to Prince Rupert harbour, Coa.st district, B.C. Barrette; lake, Methuen township, Peterborough coi:nty, Ont. Barrie; beach, east entrance Halifax harbour, Halifax Co., N.S. (Not Stony.) Barrie ; lake, Redditt township, Kenora district, Ont. Barriere; lake, an expansion of the upper Ottawa river, Pontiac county. Que. Barrington; lake, northwest of Kawaweogama lake. Thunder Bay district, Ont. Barron; river, tributary to Petawawa river, Renfrew county, Ont. (Not South Branch of Petawawa nor South Petawawa.) Bartibog; P.O., river, and railway station, Gloucester county, N.B. (Not Bartibogue.) Barwell; mount, between the upper waters of Fisher creek and Sheep river, Alta. Basin; lake, northwest of Lenore lake, central Saskatchewan. Basin of Mines. See Minas basin. Basket; lake, south of Minnitaki lake, Kenora district, Ont. 22 " DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Bason. See Bouleau. Basquia. See Pasquia. Bass; islands (3), Admiralty ^oup, St. Lawrence river, Leeds county, Ont. (Not Seven Pines.) Bass. See Asheigamo. Bass. See Cassidy. Bass. See Jacob. 3asswood ; lake, Int. boundary. Rainy Eiver district, Ont. (Not Whitewood.) Bastion ; island, in southern portion of Atlin lake, Cassiar district, B.C. Bastion; mountains, north of Salmon arm of Shuswap lake. Tale district, B.C. Batchawana; bay, island, river, and village, Algoma district, Ont. (Not Bache- wanaung nor Batchewana.) Bath; creek and glacier, near Stephen station, Alta. (Not Noores.) Bathing. See Royal. Bathurst ; island, east of Melville island, N.W.T. Bathurst. See Grenadier. Battersby ; island. Brock group, St. Lawrence E., Leeds Co., Ont. (Not Burntstone.) 3attery ; lake, au expansion of Petawawa river. Renfrew county, Ont. (Not Little Bols Dur.) Battle; brook, tributary to Incomappleux river, Kootenay district, B.C. "Battle; lake, on Battle river, Alta. (Not Battle River lake.) 3attle ; mountain, Avest of Alexis creek. Cariboo district, B.C. Battle; river, flowing into the Saskatchewan at Battleford, Alta. and Sask. IBattlef ord ; town, central Saskatchewan. Baudot; river. Glengarry county, Ont., also post village and river, Soulanges county, Que. (Not Beaudet, Bodet, Riviere Beaudette nor River Beaudette.) "Baumbardt ; island, at entrance to Landon bay, St. Lawrence river, Leeds county, Ont. Baxter; river, emptying into Waswanipi lake, Abitibi territory. Que. Baxter Harbour; post office, King's county, N.S. (Not Baxter's Harbour.) Bayfield; river and town, Huron county, Ont. Bayfield; shoal, west of Abraham head, east of Kingston, Frontenac county, Ont. (Not Bolivia.) ' Bayley; bay, eastern extreme of Basswood lake, Lit. boundary. Rainy R. district, Ont. Baynes. See Maxwell. Bays; lake of, Ridout township, Muskoka district, Ont. Bayside; post village, Sidney township, Hastings county, Ont. Bay Verte. See Baie-Verte. Bazan; bay, north of Cordova channel, Vancouver island, B.C. Beacon. See Inukshuktuyuk. Beady; creek, near outlet of Dease lake, Cassiar district, B.C. Beament; island, southeast of Cavalier island, Bruce county, Ont. Bear; creek, tributary to Klondike river, Yukon. Bear; river, Annapolis and Digby counties, also Bear River post office, Digby county, N.S. (Not Hebert.) Bear. See Darlens. GEOGRAPHIC BOARD OF CAXADA 23 SESSIONAL PAPER No. 25d Bear. See Great Bear. Bear. See Lorrain. Bear. See Mansfield. Bear. See Maskwa. Bear. See Morin. Bear. See Mistaya. Bear. See Suskwa. Bear. See Wapawekka. Bearbrook; post office, Eussell county, Ont. (Not Bear Brook.) Bearwood; lake, Brudenell township, Eenfrew county, Ont. Bear-grease; river, upper Ottawa river, near O'Sullivan lake, Montcalm county, Que. Bear Lake river. See Deschambault. Beaton; mount, on boundary line, in great bend of Tatsbensbini river, Cassiar dis- trict, B.C. and Yukon. Beatrice; cape, E. side of Lower Arrow L., Kootenay district, B.C. (Not cape Horn.) Beatrice; lake, we.st of Slocan lake, Kootenay district, B.C. Beatty; point, in upper portion of Prince Bupert harbour, Coast district, B.C. Beaubien; lake, east of Silver lake, Kenora district, Ont. Beauchamp : lake, Figuery, Trecesson and Villemontel townships Timiskaming county. Que. (Not Spirit.) Beandry; lake, Beaumesnil township, Timiskaming county, Que. (Not Atikmahik.) Previous decision revised. Beaufils (anse a) ; bay, Perce township, Gaspe county, Que. (Not Bonfils.) Beaumont; harbour, north shore of .Hudson strait, N.W.T. Beaupre ; creek, tributary to Bow river, Alta. Beaurivage ; island. Admiralty group, St. Lawrence R., Leeds Co., Ont. (Not Buck's.) Beaver; glacier, mountain, and river, Selkirk mountains, Kootenay district, B.C. Beaver; lake, south of Atlin lake, Cassiar district, B.C. Beaver; river, tributary to Churchill river, central Alberta and Saskatchewan. Beaver. See Beaverdell. Beaver. See Beaverhill. Beaver. See McFarlane. Beaverdam. See Castor. Beaver-dam. See Wuskwatim. Beaverdell; creek, tributary to west fork of Kettle river, also village, Yale district, B.C. (Not Beaver creek.) Beaverfoot; range of mountains and river, near Leanchoil sta., Kootenay dist., B.C. Beaverhill; creek and lake, east of Edmonton, Alta. (Not Beaver.) Beaverhouse; lake, McVittie township, Timiskaming district, Ont. Beaverhouse; lake, southwest of Eagle lake, Kenora district, Ont. Beaverlodge; river, tributan,- to Wapiti river, west of Grande Prairie, Alta. (Not Beaver Lodge.) Beavertail. See Amiskwi. Becaguimec; lake and river, Carleton and York counties, N.B. (Not Beccaguimec nor Peckagoxnique.) 24 DEPARTMENT OF TEE INTERIOR 4 GEORGE v., A. 1914 Becancour; lake, Thetford township, Megantic county. Que. Becher; bay, southern coast of iVancouver island, B.C. (Not Beecher.) Beck; island, west of Stone island, Clayoquot sound, Vancouver island, B.C. Becker; creek, tributary to Wheaton river, southern Yukon. Beckillgton; lake, southeast of Harris lake. Thunder Bay district, Ont. Becroft; point, at south entrance to Weller bay, Prince Edward county, Ont. Bedding-field. See Malahat. Bedford; harbour, nortl; shore of Hudson strait, N.W.T. Bedlington; custom house. Int. boundary, Kootenay district, B.C. (Not Eykerts.) Bedrock; creek, tributary to Sixtymile river, Yukon. Bee; peak, east of Taku arm, Cassiar district, B.C. Beech; point, Fitzwilliam island, llanitoulin district, Ont. Beecher. See Becher. Beecliridge; post village, Argenteuil county. Que. (Not Beech Bidge.) Beechwood; village and railway station, Carleton county, N.B. (Not Bumfrau.) Beechy; head, southern coast of Vancouver island, B.C. Beeghados. See Pachena. Beekman; peninsula, south of entrance to Cumberland sound, N.W.T. Begbie; mount, southwest of Eevelstoke, Kootenay district, B.C. Belabourer; island. Lake Fleet group, St. Lawrence river, Leeds county, Ont. Belanger; bay and point, near Girouard point, Manitoulin district, Ont. (Not West Belanger.) Belanger; post office, Laval county, Que. (Not Village Belanger.) Belanger; river, flowing into L. Winnipeg, Manitoba. (Not Black nor Little Black.) Betas. See Lepreau. Belcher; mount, Saltspring island, southeast coast of Vancouver island, B.C. Bell; mount, south of Wheaton river, southern Yukon. Bell; river, flowing from the height of land near Grand lake Victoria and emptying into Mattagami lake, Abitibi and Timiskaming, Que. Bellmay; post village and railway station, Leeds county, Ont. (Not Bellmay's.) Belief euille ; river, flowing from Robertson lakes to Makaniik lake, Timiskaming county. Que. (Not Kakameonan.) Belle-Vallee ; post office, St. Johns county, Que. (Not Belle Vallee nor Bellevalle.) Belliveau; cove and village, Digby county, N.S. (Not Belliveau Cove village nor Belliveaux Cove village.) Belliveau; creek, tributary to Petitcodiac river, Westmorland county, N.B. (Not Eollc Vue nor Boyd.) Belliveau; village, Westmorland county, N.B. (Not Beliveau.) Bells Corners; post village and By. station, Carleton Co., Ont. (Not Bell's Corners.) Belly. See Mokowan. Belmina; post village, Wolfestown township, Wolfe county. Que. Beloeil. See St. Hilaire. Bending; lake, at head of Big Turtle river, Ivenora district, Ont. Bennett; lake, B.C. and Yukon. Bennett; mount, northwest of Stupart bay, Hudson strait. New Quebec. GEOGRAPHIC BOARD OF CANADA 25 SESSIONAL PAPER No. 25d Benson; creek, tributary to the north fork of Klondike river, Yukon, Benson; lake, in Skead township, Timiskaming district, Ont. Benson; mount, west of Nanaimo, Vancouver island, B.C. Benson; point. South bay, ^lanitoulin island, Manitoulin district, Ont. Bent; lake, east of Tawatinaw lake, Kenora district, Out. Bentinck; island, south of Pedder bay, Vancouver island, B.C. Berens ; II. B. Co.'s post, also island and river, E. of L. Winnipeg, Man. (Xot Beren's.) Bergheim; settlement, in Tp. 3T, E. 3, W. 3 M., Sask. Bernard; lake, south of Bennett lake, Cassiar district, B.C. Berney; creek, tributary to Wheaton river, southern Yukon. Berry; lake, north of Lobstick bay, Kenora district, Ont. Berry Mills; post village and railway station, Westmorland county, N.B. (ISTot Berry's Mills.) Bersimis; point, river, and village, Saguenay county, Que. (Not Betsiamits.) Best. See Hatton. Betsiamits. See Bersimis. Biddle; mount, south of mount Lefroy, Eocky mountains, Kootenay district, B.C. Biddle; pass, between Mt. Biddle and Park Mt., Yoho park, Eocky Mts., B.C. Bident; mountain, east of mount Fay, Eocky mountains, Kootenay district, B.C. Big; bay and island, in the bay of Quinte, Prince Edward county, Ont. Big Island post office is on the north side of the island. Big. See Black. Big. See Dumoine. Big. See Edgett. Big. See Hecla. Big. See Koksoak, Big. See Merigomish. Big. See Skelton. Big BlacJc. See Hecla. Big Cutarm. See Cutarm. Big Egg. See Missawawi. Bigelow; island, Weller bay. Prince Edward county, Ont. Bighill; creek, tributary to Bow river, Alta. Bighorn; mountain range, extending from Brazeau river to the Saskatchewan, also river tributary to the Saskatchewan, Alta. (Not Big Horn nor Big-horn.) Big Knife; portage, between Seed and Melon lakes, international boundary, Eainy Eiver district, Ont. Big Loran. See Lorembec. Big Lorraine. See Lorembec. Big Ohashing. See Obashing. Big or North Miminigash. See Miminegash. Big Otter; creek, flowing into L. Erie, Elgin county, Ont. (Not Otter.) Big Otter Creek (Ughtstation) See Port Burwell. Big Port I'Hehert. See Port Hebert. Big Quill. See Quill. 26 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Big Reed. See Kiskittogisu. Big BocJc. See Inukshiligaluk. Big Rouge creel:. See Rouge river. Big Saanich. See Wark. Big Salmon ; river, tributary to Lewes river, Yukon. Big Sandy. See Wellington. Bigsby; island, at entrance to Key harbour, Georgian bay. Parry Sound district, Ont. Big Stave. See Stave. Big Sturgeon. See Torch. Big Thrumcap; island at entrance to Halifax harbour, Halifax county, N.S. Billtown; post settlement, Kings county, N.S. (Not BiU Town.) Binbrook; township and village, "Wentworth county, Ontario. (Not Binbrooke.) Bingham; island, southwest of Lynedoch island, St. Lawrence river, Leeds county, Ont. (Not Binghan.) Birch; brook and lake, Burntwood river, Manitoba. Birch; lake, between Basswood and Carp lakes, international boundary, Rainy River district, Ont. Birch; point, east of Walker point, Manitoulin district, Ont. Birch. See Dozois. Birch. See Evelyn. Birch. See Wigwasikak. Birchbark; lake, south of Caudle lake, central Saskatchewan. (Not Birch Bark.) Bird; creek, branch of Ophir creek, Indian river, Yukon. Bird. See Ciboiix. Bird. See Oiseau. Birds Hill; post village and railway station, northeast of Winnipeg, Man. (Not Bird's Hill.) Birdtail; creek, tributary to Assiniboine river, western Manitoba. Birkby; point, N.W. pt. Greaves I., Smith sound,Coast district, B.C. (Not Birkly.) Birkenhead; river, flowing into Lillooet river, above Lillooet lake, B.C. Birtle ; town, on Birdtail creek, western Manitoba. An abbreviation of the creek name. Bisby; lake and river, Megantic and Wolfe counties. Que. Bisel; mount, west of Nordenskiold river, Yukon. Bishop ; cove. Boxer reach. Coast district, B.C. Bishop; island, off the south end of Kaien island. Coast district, B.C. Bishop; island, at head of Frobisher bay, N.W.T. Bishop; post village, Grenville county, Ont. (Not Bishop's Mills.) Bishop's Mills. See Bishop. Bishop Roggan. See Roggan. Bismarck; post office, Lincoln Co., Ont., and Ponoka district, Alta. (Not Bismark.) Bizard; island, St. Lawrence river, Jacques Cartier county, Que. Bjerre; rock, in Okisollo channel, north of Lake point,' Coast district, B.C. Bjork; lake, on Red Deer river, eastern Saskatchewan. Black; creek, tributary to Sloko river, Cassiar district, B.C. Black; island, northeast of Hecla island, lake Winnipeg, Man. (Not Big nor Grand.) GEOGRAPHIC BOARD OF CAXADA 27 SESSIONAL PAPER No. 25d Black; lake, also Black Lake, railway station and village. Megantic county, Que. Black. See Belanger. i\ Blach. See Garry. - Blade. See Lynn. BlacTc. See Raisin • ' Blackbird. See Seggemak. Black Charlie. See Sheaffe. "" Black Douglas; the northerly peak of ]\[t. Douglas, Eocky mountains, Alta. Black Duck Ru7i. See Harbour lake. Blackfeet. See Acheninni. Blackfish; bay, Radcliffe township, Renfrew county, Ont. Blackfoot; coulee and hills, north of Battle river, eastern Alberta. Blackfox; bend. Felly river, near Ketza river, Yukon. < Blackheath ; post ofBce, Wentworth county, Ont. (Not Bhick Heath.) Black Iron. See Blaekstone. Blackney. See Blakeney. ^ Blacks; point, south of Goderich, Huron county, Ont. BJarl- Saivhill. See Ivinnickoneship. Blaekstone; tributary- to the south branch of Brazeau river, central Alberta. Blaekstone; lake on Cat R., W. of L. St. Joseph, Patricia, Ont. (Not Black-iron.) Black Sturgeon; bay. lake and river, lake Nipigon, Thunder bay district, Ont. Blackwater; creek, lake, mountain, and range of mountains, south of Bush river, Hocky mountains, Kootenay district, B.C. Blackwater; river, tributary to Fraser river, above Quesnel, Cariboo and Coast districts, B.C. (Not Black river, nor West Road river.) Blackwell; post office and railway station, Lambton county, Ont. (Not Blackwall.) Blaeberry; river, tributary to Columbia river, between Donald and Moberly stations, Kootenay district, B.C. (Not Blueberry.) Blaine; lake, southwest of Carlton, central Saskatchewan. Blake; point, S.E. end of W. Duck island, ITanitoulin district, Ont. (Not Stony.) Blakeney; passage, between Hanson, Cracroft and Harbledown islands, Broughton strait, Coast district, B.C. (Not Blackney.) Blakiston; brook, tributary to Waterton R., Alta. (Not Kootanie nor Pass creek.) Blakiston; mount, Tp. 2, R. 1, W. 5, M., southern Alberta. Blanchard; river, tributary to Tatshenshini R., Cassiar district, B.C. and Yukon. Blanrhard. See Blanshard. Blanche; river, emptying into the head of L. Timiskaming, Timiskaming dist., Ont. Blanford; bay, north shore of Hudson strait, N.W.T. Blanshard; mount, southeast of Pitt lake. New Westminster district, B.C. (Not pjlanchard nor The Golden Ears.) Blind. See Chematogan. Blind. See Coldwater. Blinkhorn; mount, west of Parry bay, Vancouver island, B.C. Bloodletter; island. Lake Fleet group, St. Lawrence river, Leeds county, Ont. Bloodvein; river, emptying into east side of L. Winnipeg, ^fan. TNot Blood Vein.) 28 DEPARTMENT OF THE IXTERIOR 4 GEORGE v., A. 1914 Bloomfield; island, oS the southeast side of Grenadier island, St. Lawrence river, Leeds county, Ont. (Not Snake.) Blouin. lake, Bourlamaque and Senneville townships, Timiskaming county, Que. (Not Pakitanika.) Blue; river, tributary to Dease river, Cassiar district, B.C. Blue. See Harris. Blueberry. See Mennin. Blueberry. See Blaeberry. Blue Grouse; creek, tributary to Caribou creek, Koot^nay district, B.C. Blue Hills of Brandon. See Brandon hills. Blue Jay; creek, flowing into Michael bay, Manitoulin I., Manitoulin district, Ont. Bluff; island. Admiralty group, St. Lawrence river, Leeds county, Ont. Bluff; mountain, west of Sooke river, Vancouver island, B.C. Bluff. See De Eottenburg. Bluff. See O'Neil. Bluff. See Yeo. Bluffy; lake, on Wenisaga river, northwest of L. Seul, Patricia district, Ont. (Not Kah-mini-ti-gwa-quiack.) Blunt; peninsula, at entrance to Frobisher bay, N.W.T. (Not Blunt's.) Bobbie Burns; mount, west of the southern end of Mabel lake, Yale district, B.C. Bobtail. See Naltesby. Bodega; point, south of Granite point. Quadra island, Coast district, B.C. Bodet. See Baudet. Bois dur (lac du) ; lake, an expansion of Petawawa river, Renfrew county, Ont. Bolger; lake, Burleigh township, Peterborough county, Out. (Not Bolger's.) Bolivia. See Bayfield. Bonald; lake, on Churchill river, Sask. (Not Moose.) Bonanza; creek, tributary to Klondike river, Yukon. Bond-Head; post village, Simcoe county, Ont. (Not Bondhead.) Bonfils. See Beaufils. Bonnet; island, off N.W. side of Flathead I., Thunder Bay district, Ont. (Not Reef.) Bonney; island, north shore of Hudson strait, N.W.T. Bonney; mount, also glacier and neve, Selkirk mountains, Kootenay district, B.C. Boofus; mount, north of Gladys lake, Cassiar district, B.C. Boom; lake and mountain, northwest of Storm mountain, Rocky mountains, Alta. Boom; point, southern point of Cockburn island, Manitoulin district, Ont. Booth; bay, east coast of Saltspring island, S.E. coast of Vancouver island, B.C. Booth; creek, tributary to St. Mary river, Kootenay district, B.C. Bor; a peak of the Valhalla mountains, Kootenay district, B.C. Bosanquet; harbour, Big island, Hudson strait, N,W.T. Boslikung; lake, Stanliope township, Haliburton county, Ont. Boss Dich. See Yorke. Boswell; mount, also river, Teslin river, Yukon. Bosworth; mount, northwest of Stephen station, Kootenay district, B.C. GEOGRAPHIC BOARD OF CA:S^ADA 29 SESSIONAL PAPER No. 25d Botsford; lake, northeast of Minnitaki lake, Kenora district, Ont. Bottle; portage, between Iron and LaCroix lakes, international boundary, Eainy Eiver district, Ont. BoTichette; lake, an expansion of the upper Ottawa river, jMontcalm county, Que. BoTichier ; island, Xavy group, St. Lawrence river, Leeds county, Ont. (Not Bouchie.) Bonckhill; post office, Dundas county, Ont. (Not Bouck's Hill.) BoTilarderie ; island, Victoria county, N.S. (Not Boulardine nor Boulardarie.) Boulder; creek, tributary to Kicking Horse river, Kootenay district, B.C. Boulder; creek, branch of Bonanza creek, Klondike river, Yukon. Boulder. See Nares. Boulder. See Opabin. Boulder. See Osipasinni. Boulder. See Sharpe. Bouleau; river, Saguenay county. Que. (Not Bason.) Bouleau. See Cedars. Boulter; lake, McClure township, Hastings county, Ont. Boundary; bay, on international boundary, New Westminster district, B.C. Boundary; cove, between Du Vernet and Dundas points, northeast of Digby island, Coast district, B.C. Boundary; creek, flowing into Yukon river at the crossing of the international boundary, Yukon. Boundary; creek, flowing into Kettle river, near Int. boundary, Yale, B.C. Boundary; mountains, international boundary, Kootenay district, B.C. Bourgeau; mount, also range of mountains, Eocky mountains, Alta. Boutilier; cove, lake, and point; also BoutiUier Point, P.O.; St. Margaret bay, Halifax county, N.S. (Not Boutillier.) BoutiUier. See Boutilier. Bow; glacier, lake, pass, peak, and river, western Alberta. (Not Coldwater lake, Upper Bow lake. Coal mountain, nor Askow river.) Bow; island, at junction of Belly, Bow and S. Saskatchewan rivers, S.E. Alberta. Bow; range of mountains in the Eockies, Alta. and B.C. Bom;. See Hector. Bowden; lake, south of Clay lake, Kenora district, Ont. Bowdoin. See ^IcLean. Bowes. See Constance. Bow Island; post office and railway station, southeastern Alberta. Bowman; creek, west of Lower Arrow lake, Kootenay district, B.C. Bowsman; post office and railway station, also river tributary to Woody river, Man. (Not Bowsman Eiver post office.) Bowtree; lake and river, emptying into south side of lake LaEonge, Sask. Boxer; reach, east of Gribbell island, Coast district, B.C. Boyd. See Belliveau. Boyer; lake, south of Dinorwic lake, Kenora district, Ont. (Not Saganaga.) (New name adopted to avoid duplication of Saganaga, the name of a well known lake on international boundary west of L. Superior.) 30 DEPART.MEXT OF THE IXTENIOR 4 GEORGE v., A. 1914 Boyer; reef, east of Belcher reef, Bruce county, Ont. Boyer; river, tributary to Peace river, also settlement, Alta. (Not Paddle river.) Reversal of former decision, Boyne. See Morris. Brabant; island, Clayoquot sound, S.W. coast of Vancouver I., B.C. (Not Pender.) Brachiopod; mountain, south of Ptarmigan-lake, Kocky mountains, Alta. Brackendale ; settlement, on Squamish river, New Westminster district, B.C. Braden; mount, also creek, west of mount McDonald, Vancouver island, B.C. Braeburn; mount, also lake, northwest of lake Laberge, Yukon. Bramham; island. Queen Charlotte sound, Coast district, B.C. (Not Branham.) Brandon; hills, south of Brandon, Man. (Not Blue hills of Brandon.) Brandon; island. Departure bay, east coast of Vancouver island, B.C. (Not Double.) Brandypot; bank, channel, and island, east of Hare island, St. Lawrence river, Charlevoix county. Que. (Not Brandy Pot nor Pot-a-l'eau-de-vie.) Branham. See Bramham. Brantnober; mount, in southwestern Yukon. Bras d'Or; lake, the expanse between St. Peter inlet and Barra strait, with its bays, Cape Breton, Inverness, Richmond and Victoria counties, N.S. (Not Great Brass d'Or lake.) Previous decision revised. Bratt; island, west of Georgina island, St. Lawrence river, Leeds county, Ont. Bray; post office and railway station, Russell county, Ont. (Not Bray's nor Bray's Crossing.) Bray; reef, east of Ruel shoal, at entrance to Key harbour, Georgian bay, Parry Sound district, Ont. Bray's Crossing. See Bray. Brazean; lake and river, tributary to the Saskatchewan, also mountain range, central Alberta. (Not Brazeau's.) Brebeiif; island, in the southern portion of Georgian bay, Muskoka district, Ont. (Not Breboeuf.) Breeches; lake, Garthby township, Wolfe county. Que. Brenton; mount, north of Chemainus river, Vancouver island, B.C. Brenton; railway station, Vancouver island, B.C. (Not Brenton's.) Brereton; lake, north of Rennie, southeastern Manitoba. Brett; mount, northwest of mount Bourgeau, Alberta. Brevoort; island, east of Beekman peninsula, N.W.T. Brew; mount, on south side of Cayoosh creek, Lillooet district, B.C. Brewer; creek, tributary to Stewart river, above Scroggie creek, Yukon. Brewery; creek, tributary to Wild Horse river, Ivootenay district, B.C. Brewster; creek and glacier, southwest of Banff, Kootenay district, B.C. Brian. See Brine. Bridge ; island, N. of Broughton I., St. Lawrence R., Leeds Co., Ont. (Not Chimney.) Bridge; river, flowing into Fraser river, above Lillooet, Lillooet district, B.C. Bridgland; river, tributary to Thessalon river, Algoma district, Ont. (Not East branch of Thessalon river.) Brier; island, at entrance to St. ^fary bay, Digby county, N.S. (Not Bryer.) GEOGRAPHIC BOARD OF CAXADA 31 SESSIONAL PAPER No. 25d Bright; lake, McClintock township, Haliburton county, Ont. Brighton; township, in Northumberland county, Ont. Brightsand ; lake, Tps. 53 and 54, K. 20, W. 3 M., Sask. (Not Bright Sand.) Brine; lake, east of St. Margaret bay, Halifax county, N.S. (Not Brian.) Brinston; post village, Dundas county, Ont. (Not Brinston's Corners.) Brinston's Corners. See Brinston. Brion; island, Magdalen group, Gaspe county, Que. (Not Bryon, Byron, nor Cross.) Brisco; range of mountains, between Columbia and Kootenay rivers, B.C. Bristol. See Shemogaie. Britannia Bay; post village and summer resort, Carleton county, Ont. (Not Brit- annia-on-the-Bay.) British; range of mountains, near the Arctic coast, crossed by international boundary, Alaska and Yukon. Britton; mount, north of Tulameen river, Yale district, B.C. Broadback; river Hewing from the height of land near Mistassini lake, westerly through lake Evans to Eupcrt bay, Abitibi, Que. Includes the waters for- merly named '" Little Nottaway river," " Kapid river " and " Victoria river." Previous decision revised. Brock; group of islands, St. Lawrence river, west of Brockville, Leeds county, Ont. (Not Brock's.) Brock; island, north of St. Lawrence island, Lake Fleet group, St. Lawrence river, Leeds county, Ont. (Not Squaw.) Brockway; post settlement, York county, N.B. (Not Brookway.) Brodeur; island, south of Shesheeb bay, Thunder Bay district, Ont. Brokenhead; river, flowing northerly into lake Winnipeg, also village, Man. (Not Broken Head.) Brokenmouth; river, tributary to Nelson river, Manitoba. (Not Broken-mouth.) Bronson; lake, south of Ministikwan lake, central Saskatchewan. (Not Grassy.) Bronte; creek, railway sta. and village, Halton Co., Ont. (Not Twelve Mile creek.) Brookway. See Brockway. Broom; hill, west of Sooke harbour, Vancouver island, B.C. Brotchie; ledge, at southeast entrance to Victoria harbour, B.C. (Not Brotchy.) Broughton ; island, N.E. of Grenadier L, St. Lawrence K., Leeds Co., Ont. (Not Corn.) Broughton; shoals, off Broughton island, St. Lawrence river, Leeds county, Ont. (Not Corn island shoals.) Brown Dome. See Marble Dome. Brownie ; lake, Smellie township, Kenora district, Ont. Browns; creek, tributary to Fortymile river, near international boundary, Yukon. (Not Brown nor Brown's.) Brown's. See Knapp. Brownwater. See Coffee. Bruce; harbour, north shore of Hudson strait, N.W.T. Bruce; mount, Saltspring island, southea.st coast of Vancouver island, B.C. Bruce; river, west of Driftpile river, central Alberta. Brucy's. See Brussy. 32 DEPARTME^^T OF THE INTERIOR 4 GEORGE v., A. 1914 Bruins ; pass, in the Hermit range of the Selkirks, Kootenay, B.C. (Not Bruin's.) Brule ; point, Athabaska E., opp. mouth of Little Buffalo E., Alta. (Not Point Brule.) Brule. See Grand. Brush. See Sheaffe. Brushy; creek, emptying into Christopherson lake, Timiskaming county. Que. Brussy; point, on north side of ile Perrot, Vaudreuil county, Que. (Not Brucy's.) Bryant; creek, tributary to Yukon river, south of Klondike river, Yukon. Bryce; mount, ^vest of Mt. Alexandra, summit range of the Eockies, Alta. and Kootenay district, B.C. Bryer. See Brier. Bryon. See Brion. Buck; creek, tributary to BuUdey river, Cassiar district, B.C. Buck; hill, north of Eedflag mountain, Vancouver island, B.C. Buckeye ; shoal, south of Jenkins point, Manitoulin island, Manitoulin district, Out. Buckham; bay and point, Ottawa river, Torbolton township, Carleton county, Ont. (Not Buckham's nor Buckom.) Buck-hill; river, tributary to Nipukatasi river, Abitibi territoiy. Que. Buckley. See Bulkley. Buch's. See Beaurivage. Buffalo ; lake, south of Battle river, Alta. (Not Bull.) Buffalo. See Mami. Buffalo Pound; lake, north of Moosejaw, Sask. (Not Highpound.) Buffer; lake, northwest of Howell, southern Saskatchewan. Buisson; point, west of Melochville, Beauharnois county. Que. (Not Buisson's.) Bukemig'a; lake, west of lake Nipigon, Thunder Bay district, Ont. Bulkley; river, tributary to Skeena river at Hazelton, Cassiar and Coast districts, B.C. (Not Buckley.) Bull; river, tributary to Kootenay E., N. of Wardner, Kootenay dist., B.C. (Not Bad.) Bull. See Buffalo. Buller; reef, off the south shore of Manitoulin island, Manitoulin district, Ont. Bull's Forehead ; hill, opposite the mouth of Eed Deer river, southern Saskatchewan. Bumfrau. See Beechwood. Bunker; hiU, south of Braeburn lake, southern Yukon. Buntzen; lake, east of the north arm of Burrard inlet, New Westminster district, B.C. (Not Trout.) Burgess; mount, also pass, southwest of mount Field, Kootenay district, B.C. Burgoyne; bay, Saltspring island, southeast coast of Vancouver island, B.C. Burgoyne. bay, south shore of Hudson strait. New Quebec. Burial; point, Sansum narrows, Stuart channel, S.E. coast of Vancouver island, B.C. Burke ; island, south of Eeid point, Bruce county, Ont. Burnet ; lake, west of Kennabutch lake, Kenora district, Ont. Burnham; creek, tributary to Dominion creek, Indian river, Yukon. Burns; creek, tributary to Indian river, Yukon. Burns; lake, on telegraph trail, south of Babiue lake. Coast district, B.C. GEOGRAPHIC BOARD OF CANADA 33 SESSIONAL PAPER No. 25d Burnt; island, northerly from Inner Duck island, and separated from Manitoulin island by a very narrow channel, Manitoulin district, Ont. The south end of this island was called ' Peninsular point ' by Admiral Bayfield. Burnt; river, Haliburton and Victoria counties, Ont. Burnt. See Aubrey. Burnt Bay; lake, south of Grand lake Victoria, Pontiac county, Que. Burnt Island; harbour, south shore of Manitoulin island, Manitoulin district, Ont. Burnstone. See Battersby. Burntwood; bay, south shore of L. Seul, Kenora district, Ont. Burntwood; lake, and river tributary to Nelson river, Manitoba. (Not Wepiskow.) Burrill; point, Active pass, strait of Georgia, New Westminster district, B.C. Burritt Rapids; post village, Granville county. Que. (Not Burritt's Rapids.) Burton; creek, tributary to Klondike river, Yukon. Burton; island, west of Berens island, lake Winnipeg, Man. (Not Little Black.) Burton ; town, on Columbia river, near north end of Lower Arrow lake, Kootenay dis- trict, B.C. (Not Burton City.) Burveith; arm, Ladysmith harbour, east coast of Vancouver island, B.C. Burwell; port, east shore of Ungava bay. New Quebec. Bush; lake, peak, and river, northwest of Donald, Rocky Mts., Kootenay district, B.C. Bush; mountain, between Watson and Wheaton rivers, southern Yukon. Bush. See Renny. Butler; bay, north of Cyrus Field bay, N.W.T. Butler; lake, south of Wabigoon lake, Kenora district, Ont. (Not Kabitustig\veiak.) Button; islands, on south side of entrance to Hudson strait, New Quebec. Butwell; peak, west of Garnet mountain, Yoho park. Rocky Mts., Kootenay dist., B.C. Butze; point and rapids, between Morse basin and Shawatlan passage, east shore of Kaien island, Coast district, B.C. Buzzard; lake, Burleigh township, Peterborough county, Ont. Byron. See Brion. * Cahane. See Cohan. CabistacJiuan. See Kabistachuan. Cabri; lake, northeast of the mouth of Red Deer river, southern Saskatchewan. Cache; bay, W. end of Saganaga lake, Int. boundary, Rainy River district, Ont. Cache; lake, in Algonquin National park, Nipissing district, Ont. Cacouna; island and village, Temiscouata county. Que. Cactus; lake, southeast of Eyehill creek, Sask. Cadman; point, west of Consecon, Weller bay. Prince Edward county, Ont. Cadwallader; creek, tributary to south fork of Bridge river, Lillooet district, B.C. Cahill; lake, west of Slocan lake, Kootenay district, B.C. Cahnish. See Kanish. Cain; point. Active pass, strait of Georgia, New Westminster district, B.C. 25d—Z 34 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Cain; river, tributary to Miramiclii river, Ndrthumberland county, N.B. (Xot Cain's nor Kains.) Cain River; post village, Northumberland county, N.B. (Not Cain's River.) Cairn; island and mountain, Eichmond gulf. New Quebec. Calder; lake, west of Manitou lake, Kenora district, Ont. Caldwell; island and point, Thunder Bay district, Ont. (Not Crystal island nor Grassy point.) Caledon East; railway station and village, Peel county, Ont. (Not East Caledon.) Caledonia; village, Guysborough county, N.S. (Not Middle Caledonia.) Calete. See Kaiete. Calf; creek, headwaters of Klondike river, Yukon. Calf Pasture; point and shoal, Brighton township, Northumberland county, Ont. Call Mill; post office, Brome county. Que. (Not Calls Mills.) Calvin Grove. See Kelvingrove. Camden. See Campden. Camelot; island, Lake Fleet group, St. Lawrence river, Leeds coimty, Ont. (Not Hog.) Cameron ; lake, northwest of Kakagi lake, Kenora -district, Ont. Cameron, lake, international boundary, southwestern Alberta. Cameron; mountains, south of Taku arm, Cassiar district, B.C. Camp; lake, Finlayson township, Nipissing district, Ont. Campbell; creek, flowing westerly into Semiamu bay. New "Westminster district, B.C. (Not Tahtaloo.) Campbell; creek, tributary to Pelly river, Yukon. At the mouth of this stream is the site of Pelly Banks Post, abandoned in 1850. Campbell; island, E. of Flatland L, Thunder Bay district, Ont. (Not Little Flatland.) Campbell; island, Admiralty group, St. Lawrence R., Leeds Co., Ont. (Not Round.) Campbell; mountains, N.W. of Dawson, also at upper waters of Laird river, Yukon. Cam^pbell; reef, southwest of Dorcas bay, Bruce county, Ont. Campbell; river, tributary to Tobique river, from Trousers lake, Victoria county, N.B. (Not Right Hand Branch of Tobique river.) Campbell; valley, west of Ice river, I^^ootenay district, B.C. Campbell Cross; post village. Peel county, Ont. (Not Campbell's Cross.) Campbellton; town, Restigouche county, N.B. (Not Campbell-town.) Campden; post office, Lincoln county, Ont. (Not Camden.) Campobello; island, N.W. of Grand Manan I., Charlotte Co., N.B. (Not Campo Bello.) Campo Bello. See Welshpooh Canaan. See New Canaan. Canboro; post office, Haldimand county, Ont. (Not Canborough.) Candle; lake, central Saskatchewan. Canning; lake, Minden township, Haliburton county, Ont. (Not Canning's.) Canoe; lake, in Algonquin National park, Nipissing district, Ont. Canoe. See Kamongus. Caiion; lake and river, tributary to Wabigoon river, Kenora district, Ont. Canons. See Kanus. Canouse. See Kanus. GEOGRAPHIC BOARD OF C AX AD A 35 SESSIONAL PAPER No. 25d Canrobert; post village and railway station, Eouville county, Que. (Not Ange Gardien de Eouville nor L'Ange Gardien East.) Canterbury. See Invermere. Cantin; shoal, southwest of St. Joseph, Huron county, Qnt. Canyon; creek, tributary to Dease river, also lake south of lake Lindeman; Cas>inr district, B.C. (Not Deep.) Canyon; creek, branch of Quartz creek, Indian river, and hill between lakes Laberf^e and ^larsh, Yukon. Cap-a-1'Aigle ; village, Charlevoix county, Que. Cap Brule; lightstation, on cape of same name, below Cap Tourmente, ^lontmoren v county, Que. (Not Montee du Lac.) Cap Chat; lightstation and post office on cape of same name, also river and township, Gaspe county, Que. (Not Cap-de-Chate nor Cape Chatte.) Cap-de-Chate. See Cap Chat. Cap de Moselle. See Demoiselle. Cape Chatte. See Cap Chat. Cape of Hopes Advaiice. See Hopes Advance. Cape Horn. See Pilot. Caplan; river, and Caplan Eiver post office, Bonaventure county, Que. (Not Capelan.) Caps (riviere des) ; river, flowing into the St. Lawrence below Fouquette river, Karaouraska county. Que. Captain John's. See Foresters. Caraqnet; bay, parish, river, and village, Gloucester county, N.B. (Not Caraquett«.) Carbon; hill, south of Wheaton river, southern Yukon. Carcajou; river, tributary to Kinojevis river, Timiskaming county. Que. Carcross; post station, between Bennett and Nares lakes, southern Yukon. (Not Caribou nor Caribou Crossing.) Cardinal's. Sec Arcand. Cariboo; district, lake, and mining division, British Columbia. (Not Caribou.) Cariboo. See Stevens. Caribou; creek, tributary to Dominion creek, Yukon. Caribou; creek and point, east of Columbia river, between the Arrow lakes, Kootenay district, B.C. Caribou. See Carcross. . Caribou. See Keshkabuon. Caribou. See Lawrence. Caribou. See Meachan. Caribou. See Mudjatik. Caribou Crossing. See Carcross. Caribou Mines; post office, Halifax county, N.S. (Not Caribou Gold Mines.) Carleton; lake, west of !Manitou lake, Kenora district, Ont. Carlsbad Springs; post office and railway station, Eusscll county, Ont. (Not East- man's Springs.) Carmack; a fork of Bonanza creek, Yukon. 36 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Carmi; creek, tributary to west fork of Kettle river, also village at junction of the streams, Yale district, B.C. Carnarvon; mount, northwest of Emerald lake, Eocky mountains, Kootenay district, B.C. (Not McMullen.) Carnegie; island, north of Hill island, St. Lawrence river, Leeds county, Ont. Caron; lake, Pettypiece township, Ivenora district, Ont. Caron; lake, Bellecombe, Claire and Vaudray townships, Timiskaming county. Que. (Not Crooked.) Caron; point, east of Ste. Anne-de-Bellevue, Jacques Cartier county, Que. Caron. See Carron. Carp; lake and portage, W. of Knife lake. Int. boundary, Rainy Eiver district, Ont. Carp. See Lomond. Carr; railway station, Huntingdon county, Que. (Not Carr's Crossing.) Carroll, See Macdonald. Carroll Wood; bay, S. shore Manitoulin L Manitoulin district, Ont. (Not Woods.) Carron; point, at south entrance to Bathurst bay, Gloucester county, N.B. (Not Caron.) Previous decision reversed. Carrot, river, tributary to Saskatchewan river, Man. and Sask. (Not Root.) Carr's Crossing. See Carr. Carrying Place; village, on the road of that name, Northumberland and Prince Edward counties, Ont. Carson; lake, Jones township, Renfrew county, Ont. Carson; post office, international boimdary, Yale district, B.C. Carter; bay, east of Jenkins point, Manitoulin district, Ont. Carter; mount, east of Atlin lake, Cassiar district, B.C. Carter; rock, west of Greene island and south of the west end of Manitoulin island, Manitoulin district, Ont. Carthew; bay, northwestern shore of L. Simcoe, Simcoe Co., Ont. (Not Carthew's.) Cartier; lake, Wylie township, Renfrew county, Ont. Cartier; mount, east of Columbia river, Kootenay district, B.C. Cartier; post office, Beauharnois county. Que. (Not Cartierville.) Cartierville. See Cartier. Carys Swan Nest; cape, Coats L, Hudson bay, N.W.T. (Not Gary's Swan Nest.) Cascade; post village, on Kettle river, Yale district, B.C. Cascade. See Coast. Cascade. See O'Hara. Cascumpeque ; bay, Prince county, P.E.I. (Not Cascumpec nor Holland.) Casey; cove, south of Pariseau point, Digby island. Prince Rupert harbour, Coast district, B.C. Cashionglen; post office. Glengarry county, Ont. (Not Cashion's Glen.) Cassels; lake, Cassels and Riddell Tps., Nipissing district, Ont. (Not White Bear.) Cassiar; a district of British Columbia. Cassiar; bar, Lewes river, south of Big Salmon river, Yukon. Cassiar; creek, tributary to Yukon river, above Fortymile, Yukon. Cassiar; mountains, near upper waters of Liard river, B.C. and Yukon. GEOGRAPHIC BOARD OF CA\ADA 37 SESSIONAL PAPER No. 25d Cassidy; lake and railway station, S.W. of Cobalt, Timiskaming, Ont. (Not Bass.) Cassidy; railway station, Vancouver island, B.C. (Not Cassidy's nor Cassidy Siding.) Castle; mountain, north of Castle Mountain station, Eocky Mts., Alta. Castor aiid Pollux; peaks, east of Mt. Bonney, Selkirk Mts., Kootenay district, B.C. Castilian; shoal, southeast of Cockburn island, near entrance to Mississagi strait, Manitoulin district, Ont. Castor; creek, tributary to Battle river, Alta. (Not Beaverdam.) Cat; lake and river, tributary to L. St. Joseph, Patricia, Ont. (Not Cat Lake river.) Catamount; peak, in the Hermit range of the Selkirks, Kootenay district, B.C. Cataract; brook, tributary to Kicking Horse river, near Hector station, Kootenay district, B.C. (Not Wapta creek.) Cataract; peak, northeast of Mt. Molar, Kocky mountains, Alta. Cataract; rock, southwest of Porcupine point, Bruce county, Ont. Cataract. See Cline. Catch. See Ketch. Catchacoma; lake. Cavendish township, Peterborough Co., Ont. (Not Ketchacum.) Cathaivhachaga. See Kathawachaga. Cathedral; mountain, east of Mt. Stephen, Kootenay district, B.C. (Not Pinnacle.) Catline. See Georgina. Cat-tail; brook, tributary to Opichuan river. Thunder Bay district, Ont. Cattle. See Cottle. Causapscal; river and village, Matane Co., Que. (Not Casupscul nor Cosupscoult.) Cavalier; island, southwest of Ghegheto island, Bruce county, Ont. (Not Gull.) Cave; rock, in Yukon river, east of international boundary, Yukon. Cay-he-quah-he-kung. See Kekkekwabi. Cayoose. See Cayoosh. Cayoosh; creek, tributary to Fraser river, at Lillooet, B.C. (Not Cayoose.) Cedar; island, west of Massasauga point, bay of Quinte, Prince Edward county, Ont. Cedar; island, east of the mouth of Cataraqui river, Frontenac county, Ont. Cedar; lake, north of L. Winnipegosis, Manitoba. Cedar. See Kishikas. Cedars; island, rapids, and village, Soulanges county, Que. (Not Bouleau rapids.) Cegemecega. See Kejimkujik. Cegoggin. See Chegoggin. Celtis; lake, south of William bay, L. Seul, Kenora district, Ont. CentreSre; lake, N.W. of Minnitaki lake, Kenora district, Ont. (Not Centre Fire.) Chaba; river, tributary to Athabaska river, east of Fortress lake, Alta. Chabatok; Indian village, Kabistachuan bay, Mistassini lake, Mistassini territory, Q. Chagofjgin. See Chegoggin. Chakwa; lake, at headwaters of St. Maurice river, Champlain county, v^ue. Chaleur; bay, an inlet of the gulf of St. Lawrence, between Quebec and New Bruns- wick. (Not Bay of Chaleur nor Baie des Chaleurs, &c.) If the French form is used it is to be " Baie de Chaleur." 38 DEPARTMEXT OF THE IXTERIOR 4 GEORGE v., A. 1914 Chalk; bay, at mouth of C'lialk river, also lake wliich is an expansion of the river near the bay, Buchanan township, Eenfrew county, Ont. (Xot Allumette bay nor Sturgeon bay and lake.) Chalk River; post village and railway station, Eenfrew county, Ont. Chaloupe. See Shallop. Chamberlain; island, north shore of Hudson strait, N.W.T. (Not Crete.) Chambly; village, Chambly county. Que. (Not Chambly Basin.) Champagne ; island and point, east of Shipman point, St. Lawrence E., Leeds Co., Ont. Champlain; point, south of Atherley, at northern end of lake Simcoe, Ontario Co. Ont. Chancellor; peak, east of Leanchoil station, Kootenay district, B.C. Chandindu; river, tributary to Yukon river, between Dawson and Cudahy, Yukon. Channel; point, northeast side of Cockburn island, Manitoulin district, Ont. Channel; rock, off northwest side of Fitzwilliam island, Manitoulin district, Ont. Chantler; post office, Welland county, Ont. (Not Chantler's.) Chantry; island, southwest of Saugeen river, Bruce county, Ont. The surrounding shoal bank is named after the island. Chaperon; mountain, Blackwater range of the Eockies, I^^ootenay district, B.C. Chapleau; lake, Tp. 14, Egs. 10 & 11, W. 2 M. southwestern Saskatchewan. Chaplin; lake and river, southern Saskatchewan (Not Old Wives.) Oharlebois. See Arcand. Charles, island, in Hudson strait. New Quebec. (Not Katutok.) Charles; point, west side of Prince Eupert harbour, Coast district, B.C. Charlo; village, Guysborough county, N:S. (Not Charlo Cove nor Charlo's Cove.) Gharlo's Cove. See Charlo. Charlotte; lake, Brudenell township, Eenfrew county, Ont. Charlton; bay, northeast of Leask point, Manitoulin island, Manitoulin district, Ont. Charlton ; mount, south of the narrows of Maligne lake, Eocky Mts., western Alberta. Charwell; point, east of Peter lightstation, Prince Edward county, Ont. (Not Gull.) Chartier; lake, soiith of Grand hike Victoria, Pontiac comity, Q>ie. CNot "Waja- bakoute.) Chase; island, Frobisher bay, N.W.T. Chase; railway station, Vancouver island ,B.C. (Not Chase Eivcr Crossing.) Chase; river, south of Nanaimo, Vancouver island, B.C. Chase Eiver Crossing. See Chase. Chassepot; rock, S. of Tremayne bay, southern coast of Higby I., Coast district, B.C. Chateaugiiay. See Lalonde. Chaudiere; falls and portage, between Namakan and Eainy lakes, international boundary, Eainy Eiver district, Ont. (Not Kettle.) Chaudiere. See Koochiching. Cheakamus; river, tributary to Squamish river, New Westminster district, B.C. Chebistuanonekan ; river, upper waters of Waswanipi river, Abitibi territdry. Que. Chegoggin; poiut and post village, Yarmouth county, N.S. (Not Gegoggin nor Chagoggin.) Chehalis; creek, flowing into Gfladys bay. Cassiar district, B.C. (Not Che-halis.) GEOGRAPHIC BOARD OF C AX ADA 39 SESSIONAL PAPER No. 25d Chemainus ; bay, lake, railway station, river, and village, in the soutliTvest portion of Vancouver island, B.C. (Not Horse Shoe bay.) Chemainus. See Kulleet. Chematogan ; channel, between Squirrel and Walpole islands, L. St. Clair, Lambton county, Ont. (Not Blind.) Chemung; lake and post office, Peterborough Co., Ont. (Not Chemong nor Shemong.) Cheney; post village and raihvay sta. Eussell Co., Ont. (Not Cheney Station village.) Cheney Station. See Cheney. Chensagi; river, emptying into Gull lake Abitibi territory, Que. (Not Tshensagi.) Cheops; mount, Selkirk mountains, Kootenay district, B.C. Cherry; island, southeast of Dead island, at entrance to Key harbour, Georgian bay, Parry Sound district, Ont. Cherry; lake, northwest of Lost lake, Kenora district, Ont. Cherry; point, southeast of Cowichan harbour, Vancouver island, B.C. Cherry. See Kobert. Cherry. See St. Helena. Cherub; mountain, Selkirk range, Kootenay district, B.C. Cheslatta; lake, south of Francois lake. Coast district, B.C. (Not Chestatta.) Chetang; ridge, east of Mumm peak, Eocky mountains. Cariboo district, B.C. Cheticamp; island, river, and town, Inverness county, N.S. (Not Chetican.) Cheverie; creek and village, Hants county, N.S. (Not Chiverie.) Chihlow; lake, in Montgomery and Scarfe townships, Algoma district, Ont. (Not !Macoming.) Chibougamau; lake and river, south of Mistassini lake, Abitibi territory. Que. (Not Cbibougamou nor Chibougamoo.) Chichester; island, northwest of Grenadier I., St. Lawrence river, Leeds county, Ont. Chichens. See Kathlyn. Chicot; river, Two Mountains county. Que. (Not Petit Chicot.) Chidley; cape, at entrance to Hudson strait. New Quebec. (Not Chudleigh.) Chief; island, near north end of lake Timiskaming, Timiskaming county. Que. Chief Mountain. See "W-aterton. Chiefs; island, Couchiching lalri:iok, tributary to Gizzard river, Abitibi territory. Quo. Cold; lake, north of Beaver river, central Alberta and Saskatchewan. Cold. See Kississing. Coldbrook; post office and railway station, Kings county, N.S. (Not Cold Brook Station, P.O.) Cold Brooh. See Colebrooke. Coldstream, river, flowing into L. St. Francis, Fronteiiac and Mogantie counties. Q. Coldwater; river, emptying into east end of L. Superior, Algonia, Ont, (Not Blind.) Coldwater. See Bow. Cole; point, northwest point of Big island, bay of Quinte, Prince Edward county, Ont. (Not Cole's.) Cole; rapids, Saskatchewan river, above the entrance of the south branch. Sask. (Not Cole's nor La Colle.) Colebrooke; settlement, south of Campbellton, Eestigouche county, N.B. (Not Cold- brook, nor Cold Brook.) Coleman; cove and harbour, west of entrance to St, IMargaret bay, Lunenburg county, N.S. (Not Coleman's.) Coleman; island, Sagemace bay, lake Winnipegosis, Manitoba. Coleman: mount, southeast of mount Athabaska, Rocky mountains. Altn. Coleraine; railway station, township, and village, J^fegantic county, Que. (Not Col- raine nor Coleraine Station post office.) Collie; mount, northwest of mount Balfour, Rocky mountains, Kootenay district, B.C. Collie. See Yoho. Collier; island, Navy group, St. Lawrence river, Leeds county, Ont. (Not Collyer.) Collins; slioal, Ladysmith liarbour, east coast of Vancouver i>l:ui(1, B.C. Collinson; point, Active pa.ss, strait of Georgia. New Westminster district B.C. Colmer; cape, at entrance to Crooks inlet, Hudson strait, N.W.T. Colraine See Coleraine. Colomhe See Coulombe. 44 DEPARTMENT OF THE IXTERIOR 4 GEORGE v., A. 1914 Colquhoun; island, in St. Lawrence river, below Cornwall, Glengarry coimty, Ont. (Not Colquhon nor Colquhouns.) Columbia; lake, at source of Columbia river, Ivooteuay district, B.C. (Xot Upper Columbia.) Columbia; mount, also glacier and snowfield, west of Mt. Bryce, summit range of the Eockies, Alta., and Kootenay district, B.C. Columbia; river, Kootenay district, B.C. Comb; islands and river, E. side of Hudson bay, Xew Quebec. (Not Comb Hills island and river.) Commandant. See Papineau. Commerall; point, south side of Eaft cove, northwest coast of "Vancouver island, B.C. Commerell. See Sutil. Commissioners; lake, Lake St. John county. Que. (Not Commissioner.) Compass; lake, Burleigh township, Peterborough county, Ont. Comporte; river, tributary to Murray river, Charlevoix county, Que. Cone; hill, near mouth of Clinton creek, Yukon. Cone; mountain, near Stikine river, north of Scud river, Cassiar district, B.C. Cone; mountain, north of Spray mountains, Eocky Mountains park, Alta. Cone; point, on the west side of lake Evans, Abitibi territory, Que. Connaught ; mount, in the big bend of Salmon river, Yale district, B.C. Conn Mills; village, Cumberland county, N.S. (Not Conn's Mills.) Connolly, mount, between Mackenzie sound and Sutlej channel. Coast district, B.C. (Not Conolly.) Conrad; mining camp, west shore "Windy arm, Tagish L., Yukon. (Not Conrad City.) Conrad; mount, east of "Windy arm of Tagish lake, Cassiar district, B.C. and Yukon. Conran; island, Brock group, St. Lawrence river, Leeds county, Ont. (Not Eefngee.) Consecon; lake and village, east of "Weller bay. Prince Edward county, Ont. Consolation, creek, emptying into Gladys lake, Cassiar district, B.C. Consolation; valley, east of Moraine lake, Alta. Conspicuous peak. See Empress mountain. Constance; island, between Georgina and Hill islands, St. Lawrence river, Leeds county, Ont. (Not Bowes.) Contact; brook and lake, southeast of File lake, !^^anitoba. Cony; creek, near mount "Woden, Kootenay district, B.C. Cook; island, northeast of Grenadier island, St. Lawrence river, Leeds county, Ont. Cook; lake, Britton township, Kenora district, Ont. Cook; point below Rockport, Leeds county, Ont. (Not Cary nor Cook's.) Cook; railway station, Haldimand county, Ont. (Not Cook's.) Cooking; lake, in Tps. 51 and 52, E. 21, and Tp. 51, E. 22, W. 4th M., Alta. Coolen. See Coonan. Coonan; cove, Shag bay, Halifax county, N.S. (Not Coolen.) Cooper; lake, an expansion of Marten river, ^listassini territory, Que. Cooper; mount, near Hutshi lakes, Yukon, Cooper; point, south shore of Okisollo channel, Coast district, B.C. Copeau; river, tributary to Eed Deer river, eastern Saskatchewan. GEOGRAPHIC BOARD OF C AX AD A 45 SESSIONAL PAPER No. 25d Copeland; mount, Gold range, northwest of Eevelstoke, Kootenay district, B.C. Copeway; lake, Lake township, Hastings county, Ont. Copper; creek, tributary to Hackett river, Cassiar district, B.C. Copper; island in southern portion of Atlin lake, Cassiar district, B.C. Copper. See Zymoetz. Coquihalla; lakes, mountain, and river, Yale district, B.C. (Not Coquahalla.) Coral; mountain, Beaiverfoot range, Yoho park, Rocky Mts., Kootenay district, B.C. Corbay. See Corbeil. Corbeil; point, northern entrance to Batohawana bay, Herrick township, Algoma, dis- trict, Ont. (Not Corbay.) Corbin; pass and peak, north of Illecillewaet, Kootenay district, B.C. Cordero; channel, N. of Sonora and Thurlow Is., Coast district, B.C. (Not Cardero.) Josef Cordero was the draughtsman of Galiano's expedition in the " Sutil " and "Mexicana," 1792. Walbran's Coast names, B.C. Cordova; bay, southeast coast of Vancouver island, B.C. (Not Cormorant.) Cordova. See Saanichton. Corisande; bay, east shore of lake Huron, Bruce county, Ont Cormorant; lake, northwest of Moose lake, Manitoba. Cormorant. See Cordova. Com; island, southeast of Gananoque, St. Lawrence river, Leeds county, Ont. Corn; lake, Eedditt township, Kenora district, Ont. Corn. See Broughton. Corneille; point, below Goose cape, St. Lawrence river, Charlevoix county. Que. Cornet; ground, southwest of Greenough point, Bruce county, Ont. Cornice; peak, southerly spur of mount Palmer, also glacier, Sellvirk mountains, Kootenay district, B.C. Corn island shoals. See Broughton. Cornwall; island, north of Grinnell peninsula, N.W.T. (Not North Cornwall.) Cornwallis ; island, west of Devon island, N.W.T. Cornwall Park; a summer resort on east extremity of Big island, bay of Quinte, Prince Edward county, Ont. Coronation; mountain, north of Chemainus river, Vancouver island, B.C. Corral; creek, tributary to Bow river, east of Laggan, Alta. Corry; lake, an expansion of Chalk river, Renfrew county, Ont. (Not Corry's nor Curry's.) Corsair; mountain, N.E. of Blackwater range of the Rockies, Kootenay district, B.C. Corsair; reef, west of Reid point, Bruce county. Out Corwin; valley, north of Bennett lake, southern Yukon. Cosine; lake, southeast of Ej-ehill creek, Sask. Coste; island, Kitimat arm. Coast district, B.C. Costigan; mount, northeast of lake ]\Iinnewanka, Rocky Moimtains park, Alta. Coteau; lake, Tp. 27, R. 8, W. 3 M., also creek flowing from the lake into the south branch of Saskatchewan river, Sask. (Not Red Deer.) C6te-des-Neiges-0uest; village, Hochelaga county, Que. (Not Cote des Neiges West.) Cottle; hill, northwest of Departure bay, Vancouver island, B.C. (Not Cattle.) 46 DEPARTMENT OF TEE IXTEBIOR 4 GEORGE v.. A. 1914- Cottonwood; cre^k, tributary to Waskana creek, southeastern Saskatchewan. Cottonwood; river, tributary to Dease river, Cassiar district, B.C. Couchiching; lake, north of lake Simcoe, Ontario and Simcoe counties, Ont. Coudres; island, Charlevoix county. Que. French usage, lie aux Coudres. Cougar; brook and mountain, in the Selkirk mountains, Kootenay district, B.C. Cougar; creek, tributary to Little Slocan river, Kootenay district, B.C. Coulombe ; lake and river, emptying into L. Aybner, Wolfe Co., Que. (Not Colombe.) Countess Warwick; sound, north shore Frobisher bay, N.W.T. Counts; bank, southwest of Dead island, at entrance to Key harbour, Georgian bay. Parry Sound district, Ont. Courteney; bay, St. John harbour, N.B. (jSTot Courtney.) Coutlee; plateau, railway station, and town, Yale district, B.C. (Not Coutlie.) Coutts; river, tributary to Saulteux river, central Alberta. Cove; island, in entrance to Georgian bay, Bruce county, Ont. (Not Isle of Coves.) Cove Island; ground, off N."W. side of Cove island, Georgian bay, Bruce county, Ont. Covey. See Coachman. Cow; island, in bay of Quinte, east of BedleviUe, Prince Edward county, Ont. Cowan; lake and river, tributary to Beaver river, central Sask. (Not Crooked.) Cowan; post office, Huntingdon county, Que. (Not Cowan's.) Cowan; river, north of Cormorant lake, Manitoba. Cowichan; district, harbour, lake, post office, and river, Vancouver island, B.C. (Not Cowichin nor Cowitchin.) Cowichan. See Separation. Cowitchin. See Cowichan. Cox; lake, Burleigh township, Peterborough county, Ont. (Not Cox's.) Coyle; cove and head, W. side Blind bay, Halifax Co., N.S. (Not Coyle's nor Kieley.). Crab; cove, south of Eed bay, Bruce county, Ont. Craigs. See Stanley. Cranberry; creek, near north end of Upper Arrow lake, Kootenay district, BC. Cranberry; lake, on Grass river, west of Eeed lake, Manitoba. Cranbrook; town, Kootenay district, B.C. Crane; bay, lake, and river, at northerly end of lake Manitoba, Man. Crater; creek, flowing into Quiet lake, Yukon. Crater; lake, southwest of lake Lindeman, Cassiar district, B.C. Crayfish; lake, on Grassberry river, central Saskatchewan. (Not Lobster.) Crean; creek and lake, tributary to Montreal lake, central Sask. (Not Trout.) Crease; island, off the entrance to Knight inlet, Coast district, B.C. (Not Lewis.) Credit Forks; post village and railway station. Peel county, Ont. (Not Forks of Credit.) Creighton. See Crichton. Cremazie; lake, Sabourin township, Timiskaming county. Que. (Not Sturgeon.) Crete. See Chamberlain. Crichton; beach, head, island, and shoal, southwest of Madame island, Richmond county, N.S. (Not Creighton.) Croil; island, near Farran point, Stormont county, Ont. (INot Croil's.) GEOGRAPHIC BOARD OF C AX AD A 47 SESSIONAL PAPER No. 25d Crooked; creek, tributary to Stewart river, Yukon, Crooked; lake, international boundary, Eainy Eiver district, Out. Crooked; lake, on Qu'Appelle river, southeastern Saskatchewan. Croohed. See Caron. Crooked. See Cowan. Crooked. See Wakaw. Crooks; inlet, north shore of Hudson strait, N.W.T. (Not Ka-lik-took-duag.) Crosby; lake, in McVittie township Timiskaming district, Ont. Cross; lake, north of Pipestone lake, Nelson river, Manitoba. Cross; point, also Cross Point, post village and railway station, Mann township, Bona- venture county, Que. (Not Crosspoint P.O.) For the point the French form is authorized for French maps. Cross. See Bamaji. Cross. See Brion. Cross. See Paquin. Crossman. post office, Albert county, X.B. (Xot Niagara.) Crow; river, Hastings and Peterborough counties, Ont. Crow. See Kakagi. Crowfoot; creek, flowing into Bow river, soutliwest of Crowfoot station, southern Alberta. Crow Harhour. See Queensport. Crowlodge ; creek, tributary to Oldman river, southern Alberta. . ' Crown; lake, Lorrain township, Timiskaming district, Ont. Crown; mountain, in central part of Vancouver island, B.C. Crowsnest. lake, mountain, pass, railway station, and river, Alta., and Kootenay dis- trict, B.C. (Not Crow Nest, Crow's Nest, Crow-nest nor Crownest.) Crysler; post village and railway station, Stormont county, Ont. (Not Chrysler.) Crysler; island, St. Lawrence river, Diindas county, Ont. (Not Chrysler.) Crystal. See Caldwell. Cudahy; post, Yukon river, northwest of Dawson. Yukon. Cultus; lake, near international boundary. New Westminster district, B.C. (Not Swehl-teha.) Cumberland; lake, eastern Saskatchewan. (Not Pine Tsiland lake.) Cumberland; peninsula and sound, in southeastern portion of Baffin island, N.W.T. (Not Northumberland inlet, Hogarth sound, nor Penny gulf.) Cumming; point, Drury inlet, Queen Charlotte sound, Coast district, B.C. (Not Cum- ing nor Cummings.) Cumming; point, Gribbell island, Coast district, B.C. Cundale; bay, east shore of Horsfall island, Hecate channel. Coast district, B.C. Cunliffe; islg^d, Navy group, St. Lawrence river, Leeds county, Ont. (Not Gunliffe.) Cupola; mountain, Selkirk range, Kootenay district, B.C. Currie; mount, west of Lillooet lake, Lillooet district, B.C. Currie; post village and railway station, Oxford Co., Ont. (Not Currie's Crossing.) Currie s Crossing. See Currie. Curry's. See Corry. Curtain; falls, between Crooked and Iron lakes, Int. boundary, Eainy River dist., Ont. 48 DEPARTMEyr OF THE INTERIOR 4 GEORGE v., A. 1914 ■Curtis; peak, southeast of Mt. Biddle, Eocl^y mountains, Kootenay district, B.C. Cut. See Lindsay, Cutarm; river, tributary to Qu'Appelle river, southern Sask. (Not Big Cutarm.) Cutknife ; creek, hill, and post office, S. of Battle river, Sask, (Not Cut Knife.) Cyclone; peak, an outlying- spur of mount Drummond, Kocky mountains, Alta, 'Cypress; hills, southern Alberta and Saskatchewan. Cypress; lake, south of Cypress hills, southwestern Saskatchewan, Cypress; lake, southwest of Saganaga lake, Int, boundary. Rainy River district, Ont. Cypress; river, tributary to Assiniboine river, southern Manitoba. Cyprian; peak, in the Bishops' range, Selkirk mountains, Kootenay district, B.C. ^Cyrus Field; bay, east shore of Baffin island, N.W.T. (Not Cyrus W. Field.) D Dack; spit, west of Port Elgin, Bruce county, Ont. Dadancour. See Givoux. "Dago; creek, tributary to Little Slocan river, Kootenay district, B.C. Dahadinni; river, trib. to Mackenzie R., N.W.T. (Not Dahadinee nor Dahadinne.) Dail; creek and peak, west of Windy arm, Tagish lake, Yukon. Dainard; creek, tributary to Moose creek, also lalve east of the creek, Yoho park. Rocky mountains, Kootenay district, B.C. Daisy; lake, emptying into Cheakamvis river, New Westminster district, B.C. Dalesville; river, tributary to West river, Argenteuil county. Que. (Not Middle Branch of West River.) 'Dalhousie Mills. See Dalhousie Station, Dalhousie Station; post village, Soulanges county. Que. (Not Dalhousie Mills.) D'Alogmy. See Maple. Dalton; range of mountains, near Dezadeash lake, southwest Yukon. Daly; mount, southeast of mount Balfour, Rocky mountains, Kootenay district, B.C. Dane ; island, east of Lyal island, Bruce county, Ont. Daniels ; lake, north of Linklater lake, Kenora district, Ont. (Not Daniel nor Danish.) Danish. See Daniels. Daoust ; mount, south of Lewes river, Yukon. Dares; point, east side of Mahone bay, Lunenburg county, N.S. (Not Indian.) Darlens; river, Darlens township. Timiskaming county. Que. (Not Bear.) Dark; island. Admiralty group, St. Lawrence river, Leeds county, Ont. Dark. See Aubrey. Dashwood; island, east of Wallace island, St. Lawrence river, Leeds county, Ont. Dasserat; lake, Timiskaming comitj-, Que. (Not Island, Mattawagosik, nor Obadowa- gashing.) Previous decision revised. Dauphin; lake and town, western Manitoba. Dauphin; river, emptying into Sturgeon bay, lake Winnipeg, Man. (Not Little Sas- katchewan.) Dauphinee; head, Hubbard cove, mountain north of Head harbour, Halifax county, and lake northeast of St. Margaret bay, Halifax and Lunenburg counties, N.S. (Not Dauphiney nor Dauphney.) GEOGRAPHIC BOARD OF CANADA 49 SESSIONAL PAPER No. 25d ^ JDawpJiney. See Dauphinee. Dave; bay, south side of Great Duck island, Manitoulin district, Ont. Davenport; creek, flowing into west end of Gladys lake, Cassiar district, B.C. David; point, Shawatlan passage, northeast of Kaien island. Coast district, B.C. Davidson; mountains, betweeen Ladue river valley and McQuesten lakes, Yukon. Davies; lake, west of Barnard lake, Thunder Bay district, Ont. Davis; creek, branch of Walker creek, west of Dawson, Yukon. Davis; island, Navy group, St. Lawrence river, Leeds county, Ont. Davis; lake, Lutterworth township, Haliburton county, Ont. (Not Davis'.) Dawhins. See Jorkins. Davy; lake and river, Treeesson township, Timiskaming county. Que. (Not Davie.) Dawson; bay, in northwestern portion of L. Winnipegosis, Manitoba. Dawson; capital city of Yukon territory. (Not Dawson City.) Dawson; island, lake Nipigon, Thunder Bay district, Ont.. Dawson; mount, also glacier, southeast of mount Bonney, Selkirk mountains, Kootenay district, B.C. Dawson; peak, near Teslin lake, Yukon. Dawson; point, at the northerly end of Primrose island. Coast district, B.C. Dawson; point, at the head of lake Timiskaming, Ont. Dawson; range of mts., at confluence of Lewes, Felly, and Yukon rivers, Yukon. Daicsonvale. See Dawsonville. Dawsonville; town, Restigouche county, N.B. (Not Daweonvale.) Dayman; island, west of Tvuper island, S.E. coast of Vancouver island, B.C. Deacon; lake, Melick, Pettypiece, and Eedditt Tps., Kenora district, Ont. (Not Ant.) Dead; island, also Dead Island reef, at entrance to Key harbour, Georgian bay, Parry Sound district, Ont. Deadman; harbour and head, Charlotte county, N.B. (Not Deadman's.) Deadman; islets (2), east of Beck island, also the navigable channel between the islets and the spit extending north from Felice (Round) island, Clayoquot sound, Van- couver island, B.C. Deadwood; creek, tributary to Yukon river, below Dawson, Yukon. Dean; bay and spit, east of Dominion point, Manitoulin district, Ont. Dease; lake and river, tributary to Liard river, Cassiar district, B.C. Deathdealer; island, Lake Fleet group, St. Lawrence river, Leeds county, Ont. DeBeaujeu (ile) ; island, St. Lawrence river, Soulanges county. Que. (Not Grande lie aux Erables.) Debert; river and village, Colchester county, N.S. (Not DeBert.) Dehert. See Masstown. Deception; l)ay, south shore Hudson strait. Now Quebec. (Not Foster's Harbour nor Shedlui.) DeCewville; post village and Ry. station, Haldiinand Co., Ont. (Not Decewsville.) Decker; lake, on telegraph trail, south of Babine lake. Coast district, B.C. DeCourcy; group of islands, Pylades channel, southeastern coast of Vancouver island, B.C. (Not DeCourcey.) Deep. See Canyon. 50 DEPARTMENT OF THE IXTERIOR 4 GEORGE v., A. 1914 Deep creel-. See Trepanege river. Deepwater; lake, northeast of lake Timiskaming, Timiskaming county, Que. Deer; island, li m. N. W, from Gull harbour, L. Winnipeg, Man. (Xot Punk.) Deer. See Atilcwa. Deer. See Georgina. Deer. See Punk. Deer Park; mountain, post office, and landing to important mining district, east of Lower Arrow lake, Kootenay district, B.C. (Not Deer mountain.) Defot; mount, also creek, Dease river, Cassiar district, B.C. Delany; lake, southeast of Lount lake, Kenora district, Ont. Delap Cove; villageV Annapolis county, N.S. (Not Delap's Cove.) Delisle; river. Glengarry county, Ont. (Not De Lisle nor L'Isle.) Deltaform; mountain. Bow range of the Eockies, Alta. and Kootenay district, B.C. Delthore; mount. Gravel river, N.W.T. Delusion; bay, in southern portion of Digby island, Coast district, ±5.0. Demaniel; creek, flowing into Sooke harbour, Vancouver island, B.C. Demers; a i)eak of the Valhalla mountains, Kootenay district, B.C. (Not DeMers.) Demers; rock, east of Brandypot channel, St. Lawrence river, Temiscouta Co., Que. Demoiselle; cape and creek, Albert county, N.B. (Not D'Moiselle, Cap de Moselle, nor Cape de Moiselle.) De Montigny; lake, Dubuisson and Varsan townships, Timiskaming county. Que. (Not Kienawisik.) Denise ; arm, northeast arm of Morse basin, east of Kaien island, Coast district, B.C. Denmark; lake, south of Atikwa lake, Kenora district, Ont. Dennis; mount, also pass, south of mount Stephen, Kootenay district, B.C. Dennis. See Denys. Dent; mount, north of Blaeberry river, Eocky mountains, Kootenay district, B.C. Denver; creek, tributary to St. Mary river, Kootenay district, B.C. Denver; mount, west of Slocan lake, Kootenay district, B.C. Denys; river, Inverness county, N.S. ; also Eiver Denys P.O., Eiver Denys Eoad P.O. Eiver Denys Station, P.O. (Not Dennis.) Departure ; bay, north of Nanaimo, Vancouver island, B.C. Depot; island, west of Supply point. Depot harbour. Parry Sound district, Ont. (Not Supply.) DeRottenhurg ; island. Brock group, St. Lawrence, E., Leeds Co., Ont. (Not Bluff.) Derry; post office, Peel county, Ont. (Not Derry "West.) Derry West. See Derry. DeSalaherry; island, St. Lawrence river, Beauharnois county, Que. (Not Grand.) Descanso; bay, Gabriola island, strait of Georgia, B.C. (Not Knight nor Eocky.) Deschaillons; seigniory and post village, Lotbiniere county, and island in Eichelieu river, Eichelieu county, Que. (Not d'Eschaillons, des Chaillons, Eschaillons, St. Jean Deschaillons, nor St. Jean-Baptiste Deschaillons.) Deschambault ; lake, and river flowing from Wapawekka lake, central Saskatchewin. (Not Bear Lake river.) Deschenes; post office, Ottawa county, Que. (Not Deschenes Mills.) GEOGRAPHIC BOARD OF CANADA 51 SESSIONAL PAPER No. 25d Deschesnes Mills. See Deschesnes. Deseronto; town, Tyendinaga township, Hastings county, Ont. Desert; point, N.E.end of Great Duck island, Manitoulin district, Ont. (Not Sand.) Deseticaux See Azatika. Despair. See Espoir. Despatch. See Dispatch. Desolation. See Ten Peaks. Desolation. See Wenkchemna. DeStein; point, west of Eussell arm. Prince Eupert harbour, Coast district, B.C. Deville; mount, northwest of Ottertail station, Eocky Mts., Kootenay district, B.C. Devils Head; mountain, in the Eocky [Mountains park. Alberta. (Not Devil's Head.) Devil's Head (lake). See Minnewanka. Devil's Pine. See Ghostpine. Devizes ; lake, west of Barrington lake, Thunder Bay district, Ont Devon; island, northwest of Baffin island, N.W.T. (Not North Devon.) DeWatteville ; island, southeast of the Brock group, St. Lawrence river, Leeds county, Ont. (Not Guide.) Dewdney; mount. Porcupine river, Yukon. Dezadeash; lake, and river tributary to the Alsek, southvrestern Yukon. Dez Amecane. See Azatika. Diable (cap au) ; cape, western entrance Kamouraska bay, Kamouraska Co., Que. Diamond; island, west of Jubilee island, north shore of Hudson strait, N.W.T. Diamond; lake, Herschel townehip, Hastings county, Ont. Diana; bay, west of Cape Hopes Advance, Hudson strait. New Quebec. Dibble; creek, tributary to Bull river, Kootenay district, B.C. Dickey; lake. Lake township, Hastings county, Ont. (Not Dickey's.) Dickinson Landing; post village, Stormont county, Ont. Not Dickenson's Landing nor Dickinson's Landing.) Dickson; hill, south of Wheaton river, southern Yukon. Dinghy; island, between. Barge and Deathdealer islands, Lake Fleet group, St. Lawrence river, Leeds county, Ont. (Not 34g.) Dinorwic; lake and railway station, Kenora district, Ont. (Not Little Wabigoon.) Dion; creek, tributary to Yukon river, near Dawson, Yukon. Dirt. See Chip. Dirty-water. See Houghton. Discovery; lake, east of Minnitaki lake, Kenora district, Ont. Discovery. See Plumber. Disella; lake, south of Chismaina lake, Yukon. Dispatch; island, in Columbia river, near south end of fpper Arrow lake, Kootenay district, B.C. (Not Despatch.) Division; mountain, east of Schwatka river, southern Yukon. Dixie; mount, also lake, east of Atlin lake, Cassiar district, B.C. Dixie. See O'Donnel. Dixon; lake. Limerick township, Hastings county, Ont. (Not Dixon's.) Dixon Corners; post village, Dundas county, Ont. (Not Dixon's Corners-.) 2.-)J— 4i S2 DEPARTMEXT OF THE lyTEBlOR 4 GEORGE v., A. 1914 Dobbs; island, N. of Gordon island, St. Lawrence R., Leeds county, Ont. (Not Hay.) Doctor; island, S.E. of Tar island, St. Lawrence E., Leeds Co., Ont. (Not Doctor's.) Boctor. island, south shore of Hudson strait, Xew Quebec. Doctor; island, between Russell island and Tobermory harbour, at entrance to Geor- gian bay, Bruce county, Ont. Doctor; lake, on Churchill river, Sask. Dbdd; narrows, between Mudge and Vancouver islands, B.C. Dodge; cove, W. of Parizeau Pt., Digby L, Prince Rupert harbour, Coast district, B.C. -Dodge; island, north of Parizeau point, Prince Rupert harbour, Coast district, B.C. "Dog; island, also Dog Island lightstation, opposite Seal cove, north shore of Lennox passage, Richmond county, N.S. (Not Seal.) Doghead; point, the northeastern point of entrance to the narrows of lake Winnipeg, Man. (Not East Doghead.) Dognose ; creek, tributary to Klondike river, Yukon. Dog's Head. See Whiteway. Dogtooth; mountains, Sellcirk range, Kootenay district, B.C. Dokdaon; creek, tributary to Stikine R., near Clearwater R., Cassiar district, B.C. Dokis; island, at entrance to Key harbour, Georgian bay, Parry Sound district, Ont. DoUis; creek, tributary to Tatshenshini river, southwest-ern Yukon. Dolomite; lake, south of Reed lake, Manitoba. (Not Limestone.) Dolomite; pass, i)eak, and stream, Rocky mountains, Alberta. Dombourg; islet, in St. Lawrence river, near Pointe-aux-Trembles, Portneuf county, Que. (Not Donbour nor Frechette.) Dome; mountain, west of Cudahy, near international boundary, Yukon. Dome ; mountain, near lake Evans, Abitibi territory, Que. Dominick; lake, Rugby township, Kenora district, Ont. (Not Dominic.) Dominion; bay and point, south shore of Manitoulin island, Manitoulin district, Ont. Dominion; creek, tributary to Indian river, Yukon. Don ; lake, west of Favel lake, Kenora district, Ont. Don ; river, flowing into lake Ontario, York coiuity, Ont. (Not West Branch of Don river.) Doy\. See Little Don. Donald. See McDonald. Donaldson; island, east of Sooke inlet, Vancouver island, B.C. (Not Secretary.) Donhonr. See Dombourg. Dondaine; islands, St. Lawrence river, near Valleyfield, Soulanges county, Que. (Not Soulanges.) Donjek; river, tributary to White river, Yukon. Donkin; mount, also glacier and pass, southeast of mount Bonney, Selkirk Mt5., Kootenay district, B.C. Doohaunt. See Dubawnt. Dorcas; bay, east coast of lake Huron, Bruce county, Ont. D'Or; cape, Cumberland county, N.S. (Not Dore nor D'Ore.) Dore (baie du) ; bay, Bruce coimty, Ont. Dore. See D'Or. GEOGRAPHIC BOARD OF CANADA * 53 SESSIONAL PAPER No. 25d Dorion. See Vaudreuil. Dorothy; island and narrows, Devastation channel, Coast district, B.C. Dotty; lake, Finlayson township, Nipissing district, Ont. (Not Betty's.) Double. See Brandon. Douglas; channel, between Hawkesbury island and the mainland. Coast district, B.C. Douglas; creek, southwest of Banff, Alta. Douglas; harbour, King George sound, Hudson strait, Xew Quebec. Douglas; lake, east of mount Douglas, Rocky mountains, Alta. Douglas; moimt, at headwaters of Red Deer river, Rocky mountains, Alta. Douglas; mount, north of Victoria, B.C. Douglas; point, Bruce county, Ont. Douglas; point, E. entrance Melville arm, Prince Rupert harbour. Coast district, B.C. Douglas. See Protection. Dover. See Taylor. Dover East; township, Kent county, Ont. (Not East Dover.) Dover South. See Paincourt. Dowher. See Lynch. Dowling; lake, south of Sullivan lake, southern Alberta. Downey; bay, Ottawa river. Sheen township, Pontiac county. Que. (Xot Armstrong }ior Downey's.) Downie; island. Navy group, St. Lawrence river, Leeds county, Ont. (Not Float.) Doyle ; island. Blind bay, Halifax county, N.S. (Not Doyle's.) Dozois; lake, east of Grand L. Victoria, Pontiac county, Que. (Xot Birch.) Drag; lake, Dudley township, Haliburton county, Ont. Drewry; lake. Haycock township, Kenora district, Ont. Driedmeat; hill and lake, on Battle river, eastern Alberta. (Not Dried Meat.) Drifting; river, tributary to Valley river, western Manitoba. Driftpile; river, flowing northerly into Lesser Slave lake, central Alberta. Driftwood; creek, flowing westerly into Bulkley river, Coast district, B.C. Dromedary; island, N.E. of Grenadier I., St. Lawrence R., Leeds Co., Ont. (Not Pear.) Drumming; point, northeast extreme of Black island, L. Winnipeg, Man. Drummond; mount, at headwaters of Red Deer river. Rocky Mountains park Alta. Drummondville Junction. See Sutton Junction. Dryad; point, northeastern portion of Campbell island, Seaforth channel, Coast dis- trict, B.C. (Not Turn.) Dryberry; lake, northeast of Berry lake, Kenora district, Ont. Dryden; railway station, Kenora district, Ont. Dubawnt; lake and river, N.W.T. (Not Doobaunt.) Duchesnay; mount, also lake and pass, Rocky mountains, Kootenay district B.C. Duck; lake, southeast of Carlton, central Saskatchewan. Duck; mountain, also Duck Mountain Forest reserve, western Manitoba.. Duck. See Sissipuk. Duckie; lake, northwest of Chismaina lake, Yukon. Duck Lake; Indian reserve, P.O. and railway station, southeast of Carlton, Sa&k-. DucTc River North. See North Duck. 54 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 J)uck River South. See South Duck. Dudidontu; river, tributary to Inklin river, Cassiar district, B.C. Dufaillt; lake, Dufresnoy township, Timiskaming Co., Que. (Xot Lake of Islands.) Dufay; lake, east of Hebert lake, Diifay township, Timiskaming, Que. (IN'ot Rest.) Duffin; creek, flowing into lake Ontario, Ontario county, Ont. (ISTot Duffins.) Dufiin; passage, between Felice island and Low peninsula, Clayoquot sound, Van- couver island, B.C. Dufresnoy; lake, Destor and Dufresnoy townships, Timiskaming county. Que. (Xot Kajakanikamak.) Previous decision revised. Duke; point, Xortluimberland channel, strait of Georgia, Xew Westminster district, B.C. Dumais; islet, northern of 3 rocky islets in the St. Lawrence, off St. Germain, Kamouraska county. Que. Dumf ounder ; island. Lake Fleet group, St. Lawrence river, Leeds county, Ont. Dumoine; lake and river, Timiskaming, Que. (Xot Du ^loine. Big, nor (rraud.) Duncan; mount, also glacier, east of Beaver Mt., Selkirk range, Kootenay, B.C. Duncan; lake, north of Kootenay L., Kootenay district, B.C. (Xot Upper Kootenay.) Duncan; post office and railway station, Vancouver island, B.C. (Xot Duncan's nor Duncan's Station.) Duncan; river, flowing southeasterly into Duncan lake, Kootenay district, B.C. Dundalk; mount, also creek and railway station, on east side of Bennett lake, Yukon. Dundas; islands, western side of Chatham sound, Coast district, B.C. Dundas; point, on northeast coast of Digby island, Coast district, B.C. Dunn; island, near Pearson island, IManitoulin district, Ont. (Xot Grant.) Dunsekikan; island, lake St. Martin, Man. Dunsmuir; islands, Ladysmith harbour, Vancouver island, B.C. (Xot Twin.) Dunvegan; a post of the H.B. Co., on Peace river, Alberta. (Xot Fort Dunvegan.) Duparquet; lake, Duparquet and Ilebecourt townships, Timiskainiug t-dunty. Quo. (Xot Agotawekami.) Previous decision revised. Duplex; mountain, south of Lyell creek, Eocky mountains, Alta. Dutch ; creek, flowing easterly into Oldman river, southern Alberta. DuVernet; point, on northeast coast of Digby island, Coast district, B.C. Dwyerhill; post office, Carleton county, Ont. (Xot Dwyer Hill.) Dyer. See Waddell. Dyke; head, on south shore of Hudson strait, Xew Quebec. Dyment; railway station, Kenora district, Ont. Dyson; creek, tributary to Sheep river, also mountain, southern Alberta. Eabemet; lake and river, tributary to Albany river, Patricia district, Ont. Eagle; bay, at the south end of Grand lake Victoria. Tiniiskauiiug t-omity. Que. Eagle; cape, above St. Fidele, Charlevoix county. Que. Eagle; cove and point, Cove island, at entrance to Georgian Bay, Ont. Eagle; lake, railway station, and river, Kenora district, Ont. GEOGRAPmr HOARD OF CAXADA 55 SESSIONAL PAPER No. 25d Eagle; glacier and peak, Selkirk mountains, also pass and river west of Eevelstoke, Kootenay district, B.C. Eagle; hills, southwest of Battleford, Sask. Eagle; river, tributary to Dease river, Cassiar district, B.C. Eagle. See Anstruther. Eagle. See Kiyiu. Eagle. See Murphy. Eagle. See Sakwatamau. Eagle Crag; mountain, near confluence of Iskut and Stikine rivers, Cassiar, B.C. Eaglehill; creek, flowing into the Saskatchewan, west of Elbow station, southern Sask. (Not Eagle nor Eagle Hill.) Eaglenest; lake, in the Birch mountains, Alta. (Not Eagle Nest.) Eaglenest; P.O., Brant Co., Ont. (Not Eagle Nest, Eagles Nest, nor Eagle's Nest.) Eagle Nest; mountain, on lower Lewes river, below Little Salmon river, Yukon. Eagle Rock; lake, northeast of Kaopskikamak lake, Kenora district, Ont. Earner; post office, Stormont county, Ont. (Not Earner's Corners.) Ear; lake, northwest of Tramping lake, Sask. Earl Grey; pass, in the summit range of the Sclkirks, between Hammill and Toby creefe, Kootenay district, B.C. Earl Grey; river, emptying into L. Aylmer, N.E. of Great Slave L. (Not Earl Grey's.) Earl Patches; shoals, S. of Eussel I., entrance to Georgian bay, Bruce county, Ont. Earn; river, tributary to Pelly river, north of Glenlyon mountains, Yukon. East; bluff, west of Gabriel strait, N.W.T. (Not InnaruUigang.) East; lake, Harburn township, Haliburton county, Ont. East; river, Bonaventure county, Que. (Not East Port Daniel river.) East; river, Pictou county, N.S. (Not East river of Pictou.) East. See Nelson. East Arrowwood; river, tributary to Bow river, Alta. (Not East Arrow Wood.) East Belanger. See Girouard. E. Br. Athahaslca R. See Sunwapta. E. Br. Thessalon R. See Bridgland. East Caledon. See Caledon East. East Chimney Island (shoals). See Griswold. East DogTiead. See Doghead. / East Dover. See Dover East. East Flamhoro. See Flamboro East. E. Fork of W. Fork Kettle R. See Trapper creek. Eastmain; river, emptying into James bay, Que. (Not East .Main.) Eastman s Springs. See Carlsbad Springs. Easton; post village, Grenville county, Ont. (Not Easton's Corners.) Easton's Corners. See Easton. East Point. Sete Quebec head. East Port Daniel river. See East. East Sister; shoal, S. of Yeo I., entrance to Georgian bay, Manitoulin district, Ont. East Souris. See Souris. 56 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Eatchepashi. See Etchipotchi. Ebb-and-Flow; lake, W. of the narrows of L. Manitoba, Man. (Not Ebb and Flow.) Ecapo. See Ekapo. Echafaud. See Pouce Coupe. Echimamish; river, tributary to the east branch of Nelson river, Manitoba. (Not Echamamish nor Echiamamish.) Echo ; island, east of Cove island, at entrance to Georgian bay, Bruce county, Ont. Ecstall ; river, flowing into the Skeena at Essington, Coast district, B.C. (Not Hock- stall, Huckstall, Huxstall, nor Oxstall.) Ecstew. See Exstew. Eddy; railway station, north shore of Skeena river. Coast district, B.C. Edd/s Mills. See Edy Mills. Edgar; lake, south of the Taku arm of Tagish lake, Cassiar district, B.C. Edgar; post office, Essex county, Ont. (Not Edgar's Mills.) Edgar's Mills. See Edgar. Edgell; banks, Nanoose harbour, east coast of Vancouver island, B.C. Edgell; island in Blunden harbour. Queen Charlotte sound. Coast district, B.C. Edgett; cape, near Edgett landing, Albert county, N.B. (Not Big.) Edith; lake and river, Big island, Hudson strait, N.W.T. Edith; mount, west of the north end of lake Laberge, Yukon. Edith. See Bailey. Edmonton; capital city of Alberta. (Not Fort Edmonton.) Edmund; mount, northwest of Surprise lak!e, Cassiar district, B.C. Edmund; rock, oS Commerell point, northwest coast of Vancouver island, B.C. Edna; point, forms eastern boundary of Christina bay, Manitoulin I., L. Huron, Ont. Eduni; mountain. Gravel river, N.W.T. Edward; island, and harbour in the southwest portion of the island, south of entrance to Black bay. Thunder Bay district, Ont. Edward ; lake, Smellie township, Kenora district, Ont. Edward ; point, at the entrance to St. Clair river, Lambton county, Ont. Edy Mills; post office and railway station, Lambton county, Ont. (Not Eddy's, Eddy's Mills, nor Edy's Mills.) Eel; lake, southwest of Opasatika lake, Timiskaming county, Que. Eel. See Pontleroy. Eels; lake, Cardiff township, Haliburton county, Ont. (Not Eel.) Effingham; island, inlet, and port on the island, Barkley sound, B.C. Effingham; lake, Effingham Tp., Addington Co., Ont. (Not Little Weslemcoon.) Egan; brook and lake, tributary to York K., Hastings Co., Ont. (Not Jamieson's.) Egg. See Scotch Bonnet. Eglinton; post office, York county, Ont. (Not Eglington.) Egnell; creek and mountain, Sheslay K., Cassiar, B.C. (Not Egnelle nor Egnell's.) Ego; mountain, north of Lyell creek. Rocky mountains, Alta. Egypt. See Macdonald. Ehhwee. See Ekwi. Eider; islands, west coast Ungava bay. New Quebec. GEOGRAPHIC BOARD OF CANADA 57 SESSIONAL PAPER No. 25d Eiffel; peak, south of Pinnacle mountain. Kocky mountains. Alberta. Eightmile. See Tatsho. Eighteen-mile. See Stirling. Eins; lake, east of Tramping lake, Sask. Eisner; cove, Halifax har., Halifax Co., N.S. (Not Isnor, Eisenhaur, nor Eisenhauer.) Ekapo; lake, east of Weed hills, southeastern Saskatchewan. (K"ot Ecapo.) Ekwan; river emptying into James bay, Patricia district, Ont. (Not Equan.) Ekwi; river, tributary to Gravel river, N.W.T. (Not Ehkwee.) Elbow; lake, north of Stranger lake, Kenora district, Ont. Elbow; lake, on Grass river, northwest of Eeed lake, Manitoba. (Not Ithenotosquan. nor The Elbow.) Elbow; lake, northeast of Humboldt bay, L. Nipigon, Thunder Bay district, Ont. Elbow; mountain, at bend in lower part of Stikine river, Cassiar district, B.C. Elbow; river, tributary to Bow river, Alta. Elder Mills; post village and Ey. sta., York Co., Ont. (Not Elder nor Elder's Mills.) Eldorado; creek, tributary to Bonanza creek, Yukon. Eliot; passage, between Indian islands and Village island, at south entrance to Knight inlet. Coast district, B.C. (Not Elliot.) Elizabeth; bay, in southern portion of Olga lake, Abitibi territory, Que. Elizabeth; lake, on northwest corner of Purdom township, Thunder Bay district, Ont. (Not Sharp Mountain lake.) Elizabeth; point, N. of Parizeau Pt., W. side Prince Rupert harbour. Coast dist., B.C. Elk; mountains and river, southern Alberta, and Kootenay district, B.C. Elk; river, tributary to Kootenay river, Kootenay district, B.C. Elkwater; lake, Tp. 8, E. 3, W. 4th M., Alta. Ella; island, north of Leach island, Manitoulin district, Ont. (Not Gull.) Ellesmere; island, includes the whole of the insular tract lying between latitude 76*' and 84° N. and longitude 62° and 90° W.; portions of which have been named " Arthur Land," " Ellesmere Land," " Grant Land," " Grinnell Land," " Jesup Land," " King Oscar Land," " North Lincoln," Schley Land," etc. Ellinor; rock, east of Kinahan islands, southwest of entrance to Prince Eupert har- bour. Coast district, B.C. Elliott; peak, on north side of the Saskatchewan, opposite the confluence of the Sas- katchewan and Siffleur rivers, Alta. Ehntree; post village and river, Gloucester county, N.B. (Not Elm Tree.) Embarras; river, tributary to McLeod river, central Alberta. Embrun; railway station and village, Eussell county, Ont. Emerald; lake, peak, and river, northwest of Field, Kootenay district, B.C. Emerald. See Louise. Emerald. See President. Emil; creek, tributary to Nello river, Klondike river, Yukon. Emilia; island, Douglas channel, west of Maitland island. Coast district, B.C. Emily Maxwell; reef, south of Fitzwilliam island, Manitoulin district, Ont. Emma; island, northwest of Big island, Hudson strait, N.W.T. (Not High.)- Emma; lake, on Nipigon river. Thunder Bay district, Ont. 58 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Emmerson ; point, west side of Prince Eupert harbour, Coast district, B.C. Empress; mountain, east of Sooke R., Vancouver I., B.C. (Not Conspicuous peak.) Emulous; reef, oS Earn I., Lockport harbour, Shelburne Co., N.S. (Not Emulow.) End; mountain, south of the south fork of Ghost river. Rocky mountains, Alta. Endako; river, tributary to Stellako river, east of Francois lake, Coast district, B.C. Endikai; lake, N.E. of Grasett Tp., Algoma district, Ont. (Not Endikai-a-go-ming.) Endymion; island. Lake Fleet grp., St. Lawrence R., Leeds Co., Ont. (Not Endymian.) English; portage, Pigeon river, above Grand portage, international boundary, Thunder Bay district, Ont. English; river, rising near English River station, C.P.R., and flowing northward to L. Seul, and thence westward to its confluence with Winnipeg river, Kenora and Patricia districts, Ont. English. See Churchill. Englishman; lake and river, tributary to the Saskatchewan, central Sask. Ennett; post office and railway station, Kent county, Ont. (Not Turnerville.) Ennis; mount, east of mount Vaux, Rocl^y mountains, Kootenay district, B.C. Ennishone; post settlement, Victoria county, N.B. (Not Ennishore.) Ennishore. See Ennishone. Enrage; cape, Chignecto bay, N.B. (Not Enrage.) Ensley; creek, tributary to Yulcon river, north of Indian river, Yukon. Entrance; island, off Berry point, Gabriola island, S.E. coast of Vancouver I., B.C. Equan See Ekwan. Erskine; mount, Saltspring island, southeast coast of Vancouver island, B.C. Eschaillons. See Deschaillons. Eskimo; bay, islands, and river, west of the strait of Belleisle, Saguenay county. Que. (Not Esquimaux.) Eskimo; island, one of the Mingan group; Saguenay county. Que. (Not Esquimaux.) Eskwahani ; lake, near the headwaters of Ottawa river, Berthier and Joliette counties, Que. (Not Aslcwahani.) Eskwanonwatin ; lake, on Black Sturgeon river, south of L. Nipigon, Thunder Bay district, Ont. (Not Esquanonwatin.) Esplanade; range of mountains in the Selkirks, Kootenay district, B.C. Espoir (cap d') ; cape, at cutrancc of Chalcur bay. Gaspe Co., Que. (Not Despair.) Esquanonwatin. See Eskwanonwatin. Esquimaux. See Eskimo. Essington; town, at mouth of Skeena river. Coast district, B.C. (Not Port Essington.) Etang. See L'Etang. Etchipotchi; river, tributary to Waswanipi R., Abitibi, Que. (Not Eatchepashi.) Ethel; lake, south of Mayo brook, Stewart river, Yukon. Ethel ; lake, Redditt township, Kenora district, Ont. Etoimami. See Etomami. Etoimami South. See Lilian. Etomami; lake and river, tributary to Red Deer river, eastern Saskatchewan. (Not Etoimami nor Etoimami North.) Etsi-Jcoin. See Etzikom. GEOGRAPHIC BOARD OF CA^AhA 59 SESSIONAL PAPER No. 25d Etta; point, westerly extremity of Alaurelle island, Coast district, B.C. Etzikom; coulee, north of Milk river, southern Alberta. (Not Etsi-kom.) Eulatazella; creek and lake, south of ISTechako river, Cariboo district, B.C. Eureka; creek, tributary to Indian river, Yukon. Eva; lake, on N. T. railway, east side of Kenora district. Ont. (Not Wig^vas.) Eva; point, Devastation channel, Coast district, B.C. Evain; lake, Montbelliard township, Timiskaniiuii' county. Que. (Xot Kaishk.) Evans; creek, west of Slocan lake, Kootenay. district, B.C. Evans; lake, in northern part of Abitibi territory, Que. Evelyn;' island, east of Warren island, Bruce county, Ont. (Not Birch.) Evening; lake, southwest of Cliff lake, Kenora district, Ont. Everest; island, Brock group, St. Lawrence river, Leeds county, Ont. (Not Sumach.) Everett; reefs, at entrance to Timber bay, Manitoulin island, Manitoulin district, Ont. Ewing; mount, west of Gladys lake, Cassiar district, B.C. Execution. See Gallows. Expanse; lake, an expansion of the upper Ottawa river, Timiskaming county. Que. Exstew; By. sta., also river tributary to Skeena E., Coast district, B.C. (Not Ecstew.) Extension; post office, west of South Wellington, VancouA^er island, B.C. Eyebrow; hills, lake, and post office, southern Saskatchewan. Eyehill; creek, flowing into Manito lake, Alta. and Sask. (Not Eye Hill.) Fagan; ground, S.W. of Yeo I., at entrance to Georgian bay, Manitoulin district, Ont. Fairfield; bluff, on Yukon river, below Cudahy, Yukon. Fairfield; post village and railway station, Leeds county, Ont. (Not Fairfield East.) Fairfield; railway station, east of London, Middlesex county, Ont. Fail-field East. See Fairfield. Fairford; river, between Manitoba and St. Martin lakes, Man. Fairground; post office, Norfolk county. Out. (Not Fair Ground nor Fair Grounds.) Fairholme; mountains, north of Bow river, Eocky Mountains park, Alta. Fair Ness; headland, at entrance to Markham bay, Hudson strait,- N.W.T. Fairview; mountain, south of lake Louise, Alta. (Not Goat.) Fairview; point, W. coast of Kaien island, Prince Eupert harbour, Coast district, B.C. Fairway; channel, northwest of Gabriola island, southeast coast of Vancouver I., B.C. Fairy; lake, east of Kejimkujik lake, Queens county, N.S. Fairy. See Mamakwash. Falcon; rock, at entrance to Prince Eupert harbour. Coast district, B.C. Fall. See Tortue. Falls; creek, west of Slocan lake, Kootenay district, B.C. False; narrows, between Gabriola and Mudge islands, S.E. eo-aat of Vancouver I., B.C. False Detour; channel, between Cockburn and Drummond islands, Manitoulin dis- trict, Ont. The international boundary passes through the channeL Fantail; lake and river, W. of Taku arm of Tagish L., Cassiar, B.C. (Not Otter.) 60 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Farewell; cape, at the south end of Promise island, Coast district, B.C. Farnam Corners; post office, Missisquoi county. Que. (Not Farnam'e Comers.) Farnsworth; mount, east of O'Donnel river, Cassiar district, B.C. Farquart; lake, Harcourt township, Haliburton county, Ont. Farr; creek, emptying into northerly part of lake Timiskaming, Ont. Farran Point ; post village and Ey. station, Dundas Co., Ont. (Not Farran's Point.) Farrell; lake, Eosebud district, Alta. (Not Long.) Farrier; river, flowing southeasterly into Primrose lake, central Alta, and Sask. Fatigue ; mountain, north of Mt. Assiniboine, Rocky Mountains park, Alta. Faucher; lake, Varsan township, Timiskaming county, Que. (Not Asapikona.) Favel ; lake, northeast of Silver lake, Kenora district, Ont. Favourable; lake, southeast of Island lake, Patricia district, Ont. Fawcett; lake, southeast of Williams bay L. Seul, Kenora district, Ont. Fawcett : lake and river, tributary to Lesser Slave river, central Alberta. (Not Moose.)' Fawn; river, tributary to Severn river, Patricia district, Ont. Fawn. See Woodtick. Fay; mount, Bow range of the Rockies, Alta., and Kootenay district, B.C. Fay; river, tributary to Ivlondike river, Yukon. Felice ; island, between Low peninsula and Stubbs island, Clayoquot sound, Vancouver island, B.C. (Not Round.) Felucca; mountain, east of Blackwater range of the Rockies, Kootenay district, B.C. Fenwick; creek, tributary to Wheaton river, southern Yukon. Ferguson Falls ; post village, Lanark county, Ont. (Not Ferguson's Falls.) Fergusson; mount, the highest point in the ridge to the northeast of the junction of Cadwallader creek with south fork of Bridge river, Lillooet district, B.C. Ferme (ile de la) ; islet, centre-most of 3 rocky islets in the St. Lawrence, off St, Germain, Kamouraska county, Que. Fern; passage, east and south of Kaien island, connecting upper portion of Prince Rupert harbour with Chatham sound, Coast district, B.C. Ferroux; creek and mountain, north of Carmi, Yale district, B.C. Feuz; a peak of mount Dawson, Selkirk mountains, Kootenay district, B.C. Feves (riviere des) ; river, Chateauguay county, Que. Fiddlers Elbow; channel, between Lynedoch and Wallace islands, St. Lawrence river,. Leeds county, Ont. Field; lake, on Ross river, Yukon. Field; mount, and railway station, Kootenay district, B.C. Fife; creek, northwest of Whatshan lake, Kootenay district, B.C. Fife ; lake, Tp. 3, Rs. 29 and 30, W. 2 M., Sask. Fifteen-mile. See Jennings. Figuery; lake. Figuery township, Timiskaming county. Que. File; hills, southeastern Saskatchewan. File; lake and river, north of Reed lake, Manitoba. File-axe; lake, on the height of land, S.E. of Mistassini lake, Mistassini territory, Q, Findlay ; island, north of Bathurst island, Arctic ocean. (Not Finlay Land nor King Christian island.) The name " King Christian," which has appeared on some GEOGRAPHIC BOARD OF CA'S^ADA 61 SESSIONAL PAPER No. 25d recent maps, was given by Sverdrup, but the island had been previously named for Alexander George Findlay, an eminent cartographer, and publisher of atlases, nautical directories, charts, etc. He was a member of the Council of the Koyal Geographical Society for many years. Finger; mountain, west of Bennett lake, Yukon. Finlay. See Findlay. Finlayson; arm, southern portion of Saanich inlet, Vancouver island, B.C. Finlayson ; lake and river, near head of Felly E., Yukon. (Not Tle-tlan-a-tsoots.) Finlayson; mount, S. of Finlayson arm, Vancouver island, B.C. (Not Leading peak.) Fiord; bay. Separation lake, Kenora district, Ont. Fir; river, tributary to Red Deer river, eastern Saskatchewan. Fire; valley, west of Lower Arrow lake, Kootenay district, B.C. Fish. See Areola. Fish. See Gap. Fish. See Hebert. Fish. See Incomappleux. Fish. See Mami. Fish. See Murphy. Fish. See Norbury. Fishbasket; river, emptying into Weibikwei lake, Patricia district, Ont. Fisher; bay, northwest of "Wakeham bay, Hudson strait, New Quebec. Fisher; bay, northeast of Inner Duck island, Manitoulin district, Ont. Fisher; creek, tributary to Wild Horse river, Kootenay district, B.C. Fisher; creek, tributary to Sheep river, southern Alberta. Fisher: harbour, north of Big island, Hudson strait, N.W.T. Fisher; island, Brock group, St. Lawrence river, Leeds county, Ont. Fisher; lake, east of Dryberry lake, Kenora district, Ont. Fisher; lake, Timiskaming county. Que. Fisher; mount, east of Kootenay river, Kootenay district, B.C. Fisher; peak, southwestern Alberta. Fisher ; range of mountains, east of Kananaskis river, southern Alta. (Not Fisher's.) Fisher; river, flowing northeasterly into the bay of the same name, L. Winnipeg, Man. Fisherman; cove, at the north end of Gill island. Coast district, B.C. Fishing; islands, extending from Chiefs point to Pike point, Bruce county, Ont. (Not Ghegheto.) Fishing; lakes (4), expansions of Qu'Appelle river, .southeastern Saskatchewan. Fishtail; lake, Harcourt township, Haliburton county, Ont. (Not Fish Tail.) Fitzwilliam ; channel and island, entrance to Georgian bay, Manitoulin dist., Ont. Five-finger; rapid, in Lewes river, below Nordenskiold river, Yukon. Flagstaff; hill, in Tp. 41, R. 11, W. 4 M., eastern Alberta. Flamboro Centre; post village, Wentworth county, Ont. (Not Flamborough Centre.) Flamboro East; township, Wentworth county, Ont. (Not East Flamboro nor Flam- borough East.) Flamboro West; post village and township, Wentworth county, Ont, (Not Flam- borough West, West Flamboro nor West Flamborough.) 62 DEPARTMEKT OF THE INTERIOR 4 GEORGE v., A. 1914 Flat; creek, tributary to Illecillewaet river, Kootenay district, B.C. . Flat; creek, tributary to Klondike river, Yukon. Flat; point, east entrance to Sydney harbour, Cape Breton county, N.S. (Not Low.) (To avoid confusion with Low point and Low Point post office, Inverness county.) Flat. See Kidley. Flathead; range of mountains, Alta., and Kootenay district, B.C., also river, Kootenay district, B.C. Flatland; harbour, island, and reef, west of Pie island, Thunder Bay district, Ont. Fleet ; point, Nanaimo harbour, east coast of Vancouver island, B.C. Fleming; island, southeast of Port Dover, Halifax county, N.S. (Not Fleming's.) Fleming; peak, Hermit range of the SelkirlvS, Kootenay district, B.C. Flemming; brook, tributary to Little E., Gloucester Co., N.B. (Not S. Br. of Little R.) Fletcher; island, in Frobisher bay, N.W.T. Fletcher; lake, in McClintock township, Haliburton county, Ont. (Not Fletcher's.) Flint; lake, north of Kakagi lake, Kenora district, Ont. Float; creek, tributary to Ottertail river, Eocky mountains, Kootenay district, B.C. Float. See Downie. Florence ; river, tributary to Bell river, Abitibi territory, Que. Florence; river, tributary to Klondike river, Yukon. Flowerpot; island, east of Cove island, at entrance to Georgian bay, Bruce county, Ont. (Not Flower Pot.) Fluke; lake, west of Cliff lake, Kenora district, Ont. Foam; lake, Tps. 31 & 32, E. 12, W. 2 M., southeastern Saskatchewan, Foamfall; river, tributary to Ashuapmuchuan river, Chicoutimi county, Que. Fog; lake, west of Manitou lake, Kenora district, Ont. Folden; post office, Oxford county, Ont. (Not Folden's Corners.) Folden's Corners. See Folden. Folding; mountain, southeast of Brule lake, central Alberta. Folle; mountain, between Watson and Wheaton rivers, southern Yukon. Folly. See Fort Folly. Footprint; lake and river, N. of Threepoint L., Manitoba. (Not Squirrel nor Weir.) Forbes; mount, southeast of Mt. Lyell, Eocky mountains, Alberta. Fording; river, tributary to Elk river, Kootenay district, B.C. Foreleg; bay, in Atikwa lake, Kenora district, Ont. (Not Little Jackfish.) Forest; lake, west of Whitney lake, Kenora district, Ont. Foresters; island, in the bay of Quinte, Prince Edward county, Ont. (Not Captain John's island.) Fork; Inko, Tj). 03, E. 11. W. 4 M.. eastern Alberta. ■ Fork; river, tributary to Mossy river, south of L. Winnipegosis, Man. Forks; lake, on Churchill K., below Stanley mission, Sask. (Not Eapid Eiver bke.) Forls of Credit. See Credit Forks. Forsyth; island, Admiralty group, St. Lawrence E., Leeds county, Ont. (Not Quarry.) Fort Chimo. See Chimo. Fort Chipewyan. See Chipewyan. Fort Diinvegan. See Dunvegan. GEOGRAPHIC BOARD OF CAXADA - 63 SESSIONAL PAPER No. 25d Fort Edmonton. See Edmonton. Fort Folly; point, between Memramcook and Petitcodiac rivers, Westmorland county, KB. (Not Folly.) Fort Frances; village and II. B. Co. post, on Eainy river, Eainy River district, Ont. (Not Fort Francis.) Fort Fraser. See Fraser. Fort James. See Fort St. James. Fort Lennox. See Noix. Fort McKay. See McKay. Fort Macleod. See Macleod. Fort McMurray. See McMurray Fort Nelson; river, tributary to Liard river, Cariboo district, B.C. (Not Nelson.) Fortress; lake, at head of Wood river, also mountain north of the east end of the lake, Rocky mountains, Alberta. Fort St. James; H. B. Co. post, Mining Record office, and P. 0., near the outlet of Stuart lake, Coast district, B.C. (Not Fort James.) Fort St. John; H. B. Co. post, on Peace river. Cariboo district, B.C. Fort SelUrTi. See Selkirk. Fort Severn; See Severn. Fort Smith; H. B. Co. post, also post settlement, ou Slave river, northern Alberta. Fort Wallace ; island, Lake Fleet group, St. Lawrence river, Leeds county, Ont. Fort William ; city. Thunder Bay district, Ont. Fortymile ; river and town, Yukon. (Not Forty Mile.) Fossil; mountain, southwest of mount Douglas, Rocky mountains, Alta. Foster's. See Deception. Fosthall; creek, west side of Upper Arrow lake, Kootenay district, B.C. Fouquette; river, flowing into the St. Lawrence, below St. Andre, Kamouraska county. Que. Fourchu; harbour. Cape Breton county, N.S. (Not Fourche nor Fourchou.) Four-mile. See Lakit. Foumier; post village, Prescott county, Ont. (Not Fournierville.) Fowl; point and portage, international boundary. Thunder Bay district, Ont. Fox; mount, also glacier, in the Selkirks, B.C. Fox; island, Weller bay, Ameliasburg township. Prince Edward county, Ont. Fox; island, in lake Simcoe, York county, Ont. (Not Snake.) Fox; islands, Gordon bay, N.W.T. (Not West Fox.) Fox; land, S.W. portion of Baffin I., Gordon bay, N.W.T. (Not Foxe nor Luke Fox.) Fox. See Gordon. Foxe. See Fox. Framboise; village, Richmond county, N.S. (Not Frambois.) Fntnrais. See Francois. Frances; lake and river, southeastern Yukon. Frances Smith; shoal, entrance to Key harb., Georgian bay, Parry Sound dist., Ont. Francis; island, between Grindstone and Wolfe i.«lands, St. Lawrence river, Frnntc- iiac county, Ont. (Not Hickory.) ■64 DEPARTMEXT OF THE INTERIOR 4 GEORGE v., A. 1914 Francis; island, west side of entrance to Ucluelet arm, Barkley sound, Vanconver island, B.C. (Xot Eound.) Trancisco; point, southeast end of Quadra island, Coast district, B.C. Frail§ois; lake, south of Babine lake, Cassiar and Cariboo districts, B.C. (Not Franca is.) Reversal of previous decision. Frank; lake, south of N. T. Ry., northeast of L. Nipigon, Thunder Bay district, Ont Franh Clark. See Clark. FranMin. See Shawanaga. Tranktown ; post village and railway station, Lanark county, Ont. (Not Frankstown.) Traser; lake, Carlow township, Hastings county, Ont. (Not Fraser's.) Fraser; lake, H. B. Co. post, and telegraph station, south of Stuart lake, Cariboo dis- trict, B.C. (Not Nalta lake, nor Fort Fraser post and station.) Fraser; point, southerly coast of Digby island. Coast district, B.C. Traser; reach, northeast of Princess Royal island, Coast district, B.C. Fraser; river, central and southern British Columbia. Fraser. See Frazer. Traserville; town, Temiscouata county, Que. (Not Frazerville.) Frazer; creek and lake, S. of L. Nipigon, Thunder Bay district, Ont. (Not Fraser.) Trazer; island, Becher bay, southern coast of Vancouver island, B.C. (Not Fraser.) Frazerville. See Fraserville. Frechette; bay, bank, and point, near Misery bay, Manitoulin district, Ont. Frechette ; lake. Desandroins and Montbelliard townships, Timiskaming county, Que. (Xot Merrill.) Frechette. See Dombourg. Freda. See Freya. Trederick; lake, Halifax county, N.S. (Not Pine Wood.) "Frederick; lake, west of Kusawa lake, southwestern Yukon. Frederick; point, E. coast of Digby I., Prince Rupert harbour, Coast district, B.C. Freeman's. See Freemen. Freemen; lake, and river tributary to Athabaska river, Alta. (Not Freeman's.) Freestone. See Gregory. Trenchman; bay, Ontario county, Ont. (Not Pickering harbour.) Frenchman; lake, Tp. 64, R. 10, W. 4 M., eastern Alberta. Frenchman; river, in southern Saskatchewan. (Not White Mud.) Treshfield; mount, north of Blaeberry river, Rocky Mts., Ivootenay district, B.C. Fresno; creek, tributary to Yukon river, below Dawson, Yukon. Freya; a spur of the Valhalla mountains, Kootenay district, B.C. (Not Freda.) Friday ; creek, branch of Sulphur creek, Indian river, Yukon. Friday; lake, southwest of Lorrain township, Timiskaming district, Ont. Frigate; moimtain, N.E. of Blackwater range of the Rockies, Kootenay district, B.C. Fritz; landing? , on east side of Lower Arrow lake, Kootenay district, B.C. Froatsburn; post office, Dundas county, Ont. (Not Froatburn nor Froathbum.) Trobisher; bay, in S.E. portion of Baffin island, N.W.T. (Not Lumly inlet, «S:c.) Frobisher; post office and railway station, southeastern Sask. (Not Frobyshire.) !Frog; lake, and Frog Lake Indian reserve, eastern Alberta. GEOGRAPHIC BOARD OF CANADA 65 SESSIONAL PAPER No. 25d Frostfish; cove, in IST.E. portion St. Margaret bay, Halifax Co., N.S. (Not Frost Fish.) Froude ; bay, northeast of McKim bay, Manitoulin island, Manitoulin district, Ont. Fuller; lake, south of Chemainus, Vancouver island, B.C. (Not Howe.) G Gabanis; bay, cape, and P.O., Cape Breton Co., N.S. (Not Gabarous nor Gabarouse.) Gaboury; lake, Bauneville and .Vilars towTiships, Timiskaming county. Que. (Not Little Roger.) Previous decision revised. Gabriel; island, Frobisher bay, N.W.T. (Not Gabriell.) Gabriel; strait, between Resolution I. and mainland, N.W.T. (Not Tudjakdjudusirn.) Gabriola; island, passage, and reefs, east of Nanaimo, B.C. Gaetz; cove, east side of Mahone bay, Lunenburg county, N.S. Gage. See Ninemile. Gage. See Simcoe. Gainsborough; creek, tributary to Souris R., Manitoba and Sask. (Not North Antler.) Gainsborough; township, Lincoln county, Ont. (Not Gainsboro.) Gale. See Peter. Galena; bay, at north end of Upper Arrow lake, Kootenay district, B.C. (Not Thumb.) Galena; creek, tributary to Yukon river, below Indian river, Yukon. Galiano; island, and Galiano gallery near Descanso bay, Gabriola island, strait of Georgia, New Westminster district, B.C. (Not Malaspina's gallery.) Galiano. See Nigei. Galloway; rapids, between Morse and Wainwright basins; southeast of Kaien island, Coast district, B.C. Galloway ; settlement, Kent Co., N.B. (Not Galway, New Galway, nor New Galloway.) Gallows ; point, south extreme of Protection island, southeast coast Vancouver island, B.C. (Not Execution.) Galop; canal, island, and rapids, St. Lawrence river, Dundas county, Ont. (Not Gal- lop, Gallops, Gallopes, Galoup, nor Galloup.) Gait; creek, flowing into Grand river at Gait, Waterloo, Wellington, and Went- worth counties, Ont. (Not Mill.) Galton; range of mountains, west of Wigwam river, Kootenay district, B.C. Galway. See Galloway. Gamskagamik ; lake, south of lake Hill, Kenora district, Ont. (Not Painkiller.) Gaotanaga; lake, west of Grand lake Victoria, Timiskaming county, Quo. Gap; creek, tributary to Maple creek, southwestern Saskatchewan. (Not Fish.) Garden; island, N.E. of Du Vernet Pt., Digby L, Prince Rupert barb.. Coast dist., B.C. Garden ; island, north of Wolfe island, St. Lawrence river, Frontenac county, Ont. Garden Island, lake, north of Matchimanitou lake, Pontiac county, Que. Garden; river, tributary to the Saskatchewan, east of Birson, Sask. (Not Sucker.) Gardner; canal, Devastation channel. Coast district, B.C. (Not Gardiner.) Garibaldi; hill, west of Redder bay, Vancouver island, B.C. (Not North peak.) Garnet ; creek, tributary to Dominion creek, Indian river, Yukon. Garnet ; mountain, west of mount Goodsir, Rocky mountains, Kootenay district, B.C. Garrett; island, N.W. Lynedoch I., St. Lawrence R., Leeds Co., Ont. (Not Garrett's.) 25d—5 66 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Garry; lake and river, tributary to Delisle K., Glengarry Co., Ont. (Not Black lake.) Garson; lake and river, Alta. and Sask. (Not Swan lake nor Wliitefish lake and river.) Garthby ; post village, railway station, and township, Wolfe county, Que. (Not Garthby Station P.O.) Gartliby Station. See Garthby. Gasline; post office, Welland county, Ont. (Not Gas Line.) Gaspe (Eng.) Gaspe (Fr.) ; bay, cape, county, and town, Quo. (Not Gaspa, Gaspee, nor Gaspey.) Gaspereau; lake, also river tributary to Salmon river, Queens and Sunbury counties, N.B. (Not Gaspereaux.) Gaspereau; lake, also river tributary to Salmon river, Queens and Sunbury counties, Gaspesia; shoal, southeast of Walkhouse point, Manitoulin district, Ont. Gat; point, on western part of Cove I., at entrance to Georgian bay, Bruce county, Ont. Gatacre ; point, south shore of Manitoulin island, Manitoulin district, Ont. Gates; island, west of Howe island, St. Lawrence river, Frontenac county, Ont. Gateway; post village and railway station. Lit. boundary, Kootenay district, B.C. Gatineau Point; village, at the mouth of Gatineau river, Ottawa county. Que. (lauJet. See Grindstone. Gaudin; point. Devastation channel, Coast district, B.C. Gauley; bay, northeast of Greenough point, Bruce county, Ont. Gawjewiagwa; lake, east of Anzhekumming lake, Kenora district, Ont. Geikie ; creek and glacier, N. of Dawson glacier, Selkirk Mts., Kootenay district, B.C. Geikie; island, L. Nipigon, Thunder Bay district, Ont. (Not Wliite's.) Geikie; lake, east of lake Evans, Abitibi territor;v, Que. Gem; lake, in McGarry township, Timiskaming district, Ont. Genesta; reef, S. of Maiden L, S. shore of Manitoulin I., Manitoulin district, Ont. Gens-de-terre ; river, tributary to Gatineau river, Ottawa and Pontiac counties, Que. (Not Jean de Terre.) George ; bay and cape, Northumberland strait. Antigonish Co., N.S. (Not St. George.) George ; creek, tributary to the south branch of Brazeau river, central Alberta. George; island, Halifax harbour, Halifax county, N.S. (Not Georges nor George's.) George; lake, Prescott county, Ont. (Not Georges nor Georgian.) George; river, flowing into Ungava bay, New Quebec. (Not Ivnugerthialuksoak.) George; point, at east entrance to Black bay. Thunder Bay district, Ont. George'. See Gorge. George. See St. George. Georgia; lake, southeast of lake Nipigon, Thunder Bay district, Ont. Georgia; rock, at entrance to Prince Kupert harbour. Coast district, B.C. Georgia; strait of, between Vancouver island and the mainland. B.C. (Not Gulf of Georgia.) Georgian; bay, the northeastern portion of lake Huron, Ont. Georgina; island, north of Hill island, St. Lawrence river, Leeds county, Ont. (Not Catline nor Deer.) Germain; island, E. of Dokis I., entrance to Key harbour, Parry Sound dist., Ont. German Mills; post village, Waterloo county, Ont. (Not German Mill.) GEOGRAPHIC BOARD OF CANADA 67 SESSIONAL PAPER No. 25d Gertrude ; point, Douglas chaBnel, near Kitkiata, Coast district, B C. Ghegheto. See Fishing. Ghost; island, between Jeannette island and the Millar group, H' ;rth channel. Queen Charlotte sound, Coast district, B.C. (Not Bound island.) Ghost; lake, north of Wabigoon lake, Kenora district, Ont. Ghost ; river, tributary to Bow river, Alta. Ghost. See Spirit. Ghostpine; creek, tributary to Bed Deer river, Alta. (Xot Devil's Pine.) Ghostpine; lake, Tp. 36, Es. 24 and 25, W. 4th M., Alta. (Not Devil's Pine.) Gibraltar; peak, Adamant range, Selkirk mountains. Kootenay district, B.C. Gibraltar. See Harvey. Gig; island, Lake Fleet group, St. Lawrence river, Leeds county, Ont. Gilbert; railway station, Kenora district, Ont. Gil; island, northwest of Princess Boyal island. Coast district, B.C. (Not Gill.) Gillies; lake and railway station, southwest of Cobalt, Ont. (Not Mud lake.) Gilphie ; reef, off Pine Tree harbour, Bruce county, Ont. Gimli; a peak of the Valhalla mountains, Kootenay district, B.C. Girouard; mount, south of Mt, Inglismaldie, Eocky Mountains park, Alta. Girouard; point, north of Western Duck island and west of Eickley harbour, Mani- toulin district, Ont. (Not East Belanger.) Giroux; island, St. Lawrence river, Soulanges county, Que. (Not Dadancour.) Giroux; lake and post office, southeast of Cobalt, Timiskaming district, Ont. Gizzard; river, tributary to Bell river, Abitibi territory. Que. Glacier; creek, a branch of Gold creek, Yukon. Glacier; lake, near Howse pass, Eocky mountains, Alta. Glacier; point, west of Sheringham point, Juan de Fuca strait, Vancouver island, B.C. (Not Point-no-Point.) Glacier. See Peyto. Glacier. See Yoho. Glacier Crest; mountain, Selkirk mountains, Kootenay district, B.C. Gladman; mount, on Yukon river, near the international boundary, Yukon. Gladsheim; a peak of the Valhalla mountains, Koot-enay district, B.C. Gladstone; creek, east of Lower Arrow lake, Kootenay district, B.C. Gladys; lake and river, southwest of Teslin lake, Cassiar district, B.C. (Not Sucker lake, nor North river.) Glaises (riviere aux) ; river, flowing into the St. Lawrence, above Pte du Lac, St. ^laiirice county. Que. (Not Loutres.) Glasgow; island, in North bay, Hudson strait, N.W.T. Glave; mount, near upper waters of Chilkat river, Cassiar district, B 0. Glenallan; village, Wellington county, Ont. (Not Glen Allan.) Glenhrook; post office. Glengarry county, Ont. (Not Glen Brook.) Glencoe; island, northwest of Strathcona islands, Hudson strait, N.W.T. Glencolin ; post office, Elgin county, Ont. (Not Glen Colin.) Glenelbe; post office, Leeds county, Ont. (Not Glen Elbe.) 25c/— 5^ 68 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Glengarry; point, also Glengarry Point lightstation, opposite lower end of St. Eegis island. Glengarry county, Ont. (Not Stonehouse.) Glenhuron; village, Simcoe county, Ont. (Not Glen Huron.) Glenlyon; mountains and river, Pelly river, Yukon. Glennevis; post office, Glengarry county, Ont. (Not Glen Nevis.) Glenogle; creek and railway station, Kootenay district, B.C. Glenora; village, on Stikine river, below Telegraph creek, Cassiar district,. B.C. Glenroy; post office and railway station. Glengarry county, Ont. (Not Glen Roy.) Glensutton; P.O. and Ry. station, Brome Co., Que. (Not Glen Sutton nor Glenton.) Glenwillow; post settlement, Metcalfe Tp., Middlesex Co., Ont. (Not Glen Willow.) Glycerine ; rock. South bay, Manitoulin island, Manitoulin district, Ont. Gnat; creek, tributary to Klondike river, Yukon. Gnat; river, at south end of Kootenay lake, Kootenay district, B.C. Ooacha. See Maguasha. Goat; range of mountains, east of Spray river. Rocky Mountains park, Alta. Goat. See Bow. Goat. See Pairview. Goat. See Teresa. Goat Canyon; creek, tributary to Caribou creek, Kootenay district, B.C. Goatfell; railway station, Kootenay district, B.C. Gobeil; island, north of Coste island, Kitimat arm. Coast district, B.C. Goble; post office, Oxford county, Ont. (Not Coble's.) Godbout; river, Saguenay county, Que. (Not Godbret nor Goodbout.) Goderich; town, Huron county, Ont. Godfroy; river and seigniory, Nicolet county. Que. (Not Godfroi, Godefroi, nor Godefroy.) Gods; lake and river, northeast of L. Winnipeg, draining into Hays R., Manitoba. God's Mercie; islands of, north shore of Hudson strait, N.W.T. This name was also applied at one time to the island now known as " Middle Savage." Gods Mercy; bay of, Southampton island, Hudson bay, N.W.T. Gold; creek, tributary to Sixtymile river, Yukon. Gold; range of mountains, west of Columbia river, Yale district, B.C. Gold; river, flowing into Columbia river, above Bush river, Kootenay district, B.C. Goldbottom; creek, branch of Hunker creek, a tributary to Klondike river, Yukon. Golden; creek, branch of Henderson creek, north of Stewart river, Yukon. Golden; valley, southeast of Pike bay, Bruce county, Ont. Golden Horn; mountain, southwest of Lewes river, Yukon. Golden Mountain {settlement). See Gowland Mountain. Goldfinch; lake, upper waters of Lievre river, St. Maurice county, Que. Gold-run; creek, tributary to Dominion creek, Indian river, Yukon. Goldsmith; river, tributary to Driftpile river, central Alberta. Coldstream; lakes and river, emptying into Finlayson arm, Vancouver island, B.C. Goldstream; glacier, mountain, and nevo, west of mount Sir Sandford, also river flowing westerly into Columbia river, Selkirk mountains, Kootenay, B.C. Gonzales; hill and point, east of Victoria, B.C. (Not Shotbolts.) GEOGRAPHIC BOARD OF CANADA 69 SESSIONAL PAPER No. 25d Goodbout. See Godbout. Goodsir; mount, also creek, S.E. of Mt. Vaux, Eocky !Mts., Kootenay district, B.C. Goodwin; creek, flowing east into Teslin lake, Cassiar district, B.C. Goodwin; lake, Lorrain township, Timiskaming district, Ont. Goose; cape, below Coudres island, St. Lawrence river, Charlevoix county, Que. French usage: Oies (cap aux), which see. Goose ; point, south shore Manitoulin island, Manitoulin district, Ont. Goose. See Granby. Goose. See Grey Goose. Goose. See Primrose. Gooseberry. See Marjorie. Goosehunting; creek, tributary to Carrot river, Sask. (Not Maple river.) Gordon Gordon Gordon Gordon Gordon Gordon Gordon bay, west of Chorkbak inlet, Hudson strait, N.W.T. (Not Fox.) brook, west of Lower Arrow lake, Kootenay district, B.C. island, N. of Lake Fleet group, St. Lawrence K., Leeds Co., Ont. (Not Citron.) lake, east of Linklater lake, Kenora district, Ont. lake, Tp. 45, R. 10, W. 3 M., Sask. mount, near Stikine river, south of Telegi-aph creek, Cassiar district, B.C. mount, northwest of mount Balfour, Eocky mountains, Alta. and B.C. Gorge; creek, tributary to Deadman river. Tale district, B.C. (Not George.) Gorge ; creek, tributary to Sheep river, southern Alberta. Gorman; lake, Brudenell township, Eenfrew county, Ont. Gothics; group of peaks. Adamant range, Selkirk mountains, Kootenay, B.C. Goudron; river, tributary to Kamouraska river, Kamouraska county. Que. Gough ; lake, south of Battle river, Alta. Goulbourn; post office and township, Carleton county, Ont. (Not Goulbourne.) Goulbourne. See St. Helena. Gould Dome; mountain, Eock-y Mts., southwestern Alberta. (Not Gould's Dome.) Gounamitz. See Gunamitz. Gourdeau; island, north of Swede island. Thunder Bay district, Ont. Govan; brook, Bruce harbour, Hudson strait, N.W.T. Gowganda; lake, mining division, and post office, Timiskaming district, Ont. (Not Gow Ganda.) Gowland Mountain; post settlement, Albert county, N.B. (Not Golden Mountain.) Grace; lake, Dudley township, Haliburton county, Ont. Grace; lake, in Skead township, Timiskaming district, Ont. Graeme. See Pulteney. ^ Graham; creek, tributary to Souris river, southern Manitoba and Saskatchewan. Graham; creek and inlet, west of Atlin lake, Cassiar district, B.C. (Not Taku inlet.) Graham; mount, Selkirk range, Kootenay district, B.C. Graham. See Lavigne. Graisse, riviere a la. See Eigaud. Gramophone; creek, flowing into Bulklcy E., above IV > • f«'\vn, Coast district, B.C. Grampus. See Mosher. 70 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Granby; bay, west of Larcom island. Observatory inlet, Cassiar district, B.C. (Not Goose nor Xscbwan.) Granby; point, southern entrance to Granby bay, Observatory inlet, Cassiar, B.C. Grand ; glacier and mountain, S.E. of Purity range, Selkirk Mts., Kootenay dist-, B.C. Grand; point and reef, Brule bay, Thunder Bay district, Ont. (Not Brule.) Grand. See Black. Grand See DeSalaberry. Grand. See Dumoine. Grand. See Kelvin. Grand. See Shubenacadie. Grandboro ; post village, Shefford county. Que. (Not Grandborougb.) Grande (anse) ; bay, Gaspe county. Que. (Not Grand.) Grande-Anse; post village, Gloucester county, N.B. (Not Grand Anse.) Grande Batture. See Leonard. Grande lie aux Erahles. See De Beaujeu. Grande Prairie; post settlement, central Alberta. Grand Etang; town, Inverness county, N.S. (Not Grande Etang.) Grand Forks; town and railway junction, on Kettle river, Yale district, B.C. Grand Lac du Commissaires. See Thirty-cne-mile. Grand Lahe Jacques Cartier. See Jacques Cartier. Grand Lake Victoria; upper waters of Ottawa river, Timiskaming county, Que. Grand Manan; island, Charlotte county, N.B. (Not Menan.) Grand Manitoulin. See Manitoulin. Grand Rustico. See North Kustico. : Grand Valley; creek, tributary to Bow river, Alta. Granger ; mountain, west of Coal lake, southern Yukon. Granite ; creek, flowing into Quiet lake, southeastern Yukon. Granite; creek, tributary to Caribou creek, Kootenay district, B.C. Granite Creek; post office, on creek of same name, S.E. of Tulameen, Yale dist., B.C. Granite; lake, west of Smoothbrook lake. Thunder Bay district, Ont. Granite; point, northwesterly extremity of Quadra island. Coast district, B.C. Granite; river, flowing southwesterly into lake of same name on international bound- ary. Thunder Bay district, Ont. Grant; peak, Hermit range, Selkirk mountains, Kootenay district, B.C. Grant; point, southwest point of Maitland island, Coast district, B.C. Grant. See Dunn. Grant Corners; post office. Glengarry county, Ont. (Not Grant's Corners.) Grantham; shoals, southeast of Todman reef, Manitoulin L, Manitoulin district, Ont. Grant Land. See Ellesmere. Granville; lake, on Churchill river, Manitoba. (Not Grenville.) Grape ; island, Muscote bay, N.E. of Huff I., bay of Quinte, Prince Edward Co., Ont. Grape. See Rose. Grasett; railway station and township, Algoma district, Ont. (Not Grassett.) Grass; river, tributary to Nelson river, Manitoba. Grass. See Kiskitto. GEOGRAPHIC BOARD OF CANADA 71 SESSIONAL PAPER No. 25d Grass. See Rose. Grassberry; river, flowing southerly into Cumberland lake, central Saskatchewan. Grassey's Corners. See Grassie. Grasshopper; mountain, north of Tulameen river, Yale district, B.C. Grassie; village, Lincoln county, Ont. (Not Grassies nor Grassey's Corners.) Grassy; point, in northeastern portion of Sophiasburg Tp., Prince Edward Co., Ont. Grassy. See Bronson. Grassy. See Caldwell. Grassy River laTce. See Stanawan. Gratton Corners; P.O., Prescott Co., Ont. (Not Gratton Corner nor Gratton's Corner.) Grave. See Wapiabi. Gravel ; point, on eastern side of Great Duck island, Manitoulin district, Ont. Gravel ; river, tributary to Mackenzie river, N.W.T. Gravelly. See Ostrander. Gray; an elevation of ground locally known as "Gray island," on west side of Petit- codiac river, Albert county, N.B. (Not Gray's nor Grey.) Gray; mount, also ridge, north of Bennett lake, Yukon. Gray; strait, at eastern entrance to Hudson strait. New Quebec. Grays; creek, flowing into Crawford bay, Kootenay, B.C. (Not Greys.) Gray Wolf; mountain, north of the Valhalla mountains, Kootenay district, B.C. Great. See Hamilton. Great Bear; lake and river, Mackenzie, N.W.T. (NotBear nor Great Bear Lake river.) Great Bear Sand hills. See Wapawekka. Great Beaver; lake, at headwaters of St. Maurice river, Champlain county, Que. Great Bishop Roggan. See Eoggan. Great Black. See Hecla. Great Bras d'Or; channel, northwest of Boularderie island, extending to Barra strait from the Atlantic, Cape Breton and Victoria counties, N.S. Great Bi-as d'Or lale. See Bras d'Or lake. Great Duck; island, the largest of the Duck island group, Manitoulii^ district, Ont. Great Fish. See Backs. Great Metis. See Metis. Great Neiv. See Long. Great Opeongo. See Opeongo. Great Shemogue. See Shemogue. Great Tushet. See Tusket. Greece Point; post villace, Argenteuil Co., Q. (Not Gra?ca Point nor Greece's Point.) Green; creek, branch of Sulphur creek, Indian river, Yukon. Green; lake and river, emptying into west end of Lillooet lake, Lillooet district, B.C. Green; mount, southwest of Ross peak, Selkirk mountains, Kootenay district, B.C. Green point, northeast extremity of Sophiasburg township, Prince Edward county, Ont. Green; point, north of Inner Duck island, Manitoulin district, Ont. Green. See Victoria. Greenan; lake, Jones township, Renfrew county, Ont. (Not Greenan's.) Greenbush; lake, southeast of lake St. Joseph, Thunder Bay district, Ont. 72 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Green Cove. See Port Maitland. Greene; island, N.W. of Western Duck I., Manitoulin district, Ont. (Not Green's.) Greene Island; harbour, Manitoulin island, Manitoulin district, Ont. Greenfield; shoaJ', S. of Turning island, entrance to Georgian bay, Bruce county, Ont. Greenough ; bank, harbour, and point, S.E. of Pine Tree harbour, Bruce county, Ont. Green Point; post settlement and railway station, Gloucester county, N.B. Greens; glacier, in the Selkirk mountains, Kootenay district, B.C. (Not Green.) Green's. See Terminal. Greenshields; lake, on Severn river, Patricia district, Ont. Greenwood Land; at head of Frobisher bay, N.W.T. (Not Greenwood's.) Green Valley. See Verte-Vallee. Gregg; creek and lake, between Athabaska and Baptiste rivers, Alta. (Not Lower White Fish.) Gregory; island, northwest of Doctor island, St. Peters inlet, Richmond county, N.S. (Not Freestone islet.) Grenadier; island, in St. Lawrence river, Leeds county, Ont. (Not Bathurst.) Grenville. See Granville. Grey; island, N. of Edward L and S. of entrance to Black bay. Thunder Bay dist., Ont. Giey. See Gray. Grey Goose ; island, opposite mouth of "Big E., James bay, Que. (Not Goose.) Greys. See Grays. Gribbell; island, between L^rsula channel and Verney passage. Coast district, B.C. Grice ; point, N.W. extreme of Low peninsula, Clayoquot sound, Vancouver L, B.C. Griffin; bay, southwest shore Frobisher bay, N.W.T. Griffin; mount, southwest of Griffin lake, Yale district, B.C. Grimross; islands, in St. Jolm river. Queens county, N.B. (Not Grimrose.) Grimstliorpe ; lake, Grimsthorpe township, Hastings county, Ont. (Not Wolf.) Grindstone; creek, tributary to Petitcodiac river, above L'pper Dover, Westmorland county, N.B. (Not Gaudet.) Grindstone ; island and point, northeast coast of Digby island. Coast district, B.C. Grindstone; lake, Redditt township, Kenora district, Ont. Grindstone; point, east entrance of Washow bay, lake Winnipeg, Manitoba. Grinnell; glacier, southwest shore of Frobisher bay, N.W.T. Grinnell; peninsula, northwesterly portion of Devon I., N.W.T. (Not Grinnell Land.) Grinnell Land. See Ellesmere. Griswold; island and shoals, east of Bridge island, St. Lawrence river, Yonge township, Leeds county, Ont. (Not East Chimney Island shoals.) Grizzly ; bluff, near the mouth of Teslin river, Yukon. (Not Grizzly Bear Bluff.) Grizzly; mountain, in the Selkirks, Kootenay district, B.C. Grog; island, in Batteau channel, N. of Howe I., St. Lawrence R., Frontenac Co., Ont. Groswater. See Melville. Grotto; mountain, east of Canmore, Rocky ^Mountains park, Alta. Grove; island, northeast of Huff island, bay of Quinte, Prince Edward county, Ont. Grundy; creek, east of Kootenay river, north of Steele, Kootenay district, B.C. Gryphon; lake, southwest of W.-'i , yo lake. Kenora district, Ont. GEOGRAPHIC BOARD OF CANADA 73 SESSIONAL PAPER No. 25d Guano; rock, southwest of Dead island, at entrance to Key harbour, Georgian bay» Parry Sound district, Ont. Guard; island, Southgate group, Queen Charlotte sound, Coast district, B.C. Guard. See Gurd. Guardsman; rcountain, northeast of Mt. Sir Sanford, Selkirk mountains, B.C. Guide. See De Watteville. Gull ; lake, east of Felly lakes, Yukon. Gull. See Barbara. Gull. See Cavalier. Gull. See Charwell. Gull See EEa. Gull. See Ivaiashk. Gull. See Mississagua. GuUrock; lake, southeast of Bed lake, Patricia district, Ont. (Not Gull Kock.) Gulquac; river, tributary to Tobique river, Victoria comity, N.B. Gun; creek and lake, tributary to Bridge river, Lillooet district, B.C. (Not Gunn.) Gun; lake, north of Nahlin river, Cassiar district, B.C. Gunamitz; river, tributary to Kestigouche E., N.B . (Not Gounaniitz, nor Little Fork.) Gunflint; lake, international boundary. Thunder Bay district, Ont. (Not Gun Flint.) Gunliffe. See CunlifFe. Gunn; point, south of Douglas point, Bruce county, Ont. Gunn. See Gun. Gunter; lake, Cashel township, Hastings county, Ont. (Not Gunter's.) Gustavus ; mountains, between Mayo L. and Laduc and McQuesten rivers, Yukon. Guysborough; county and town, N.S. (Not Guysboro.) Gyrfalcon; islands, south coast Ungava bay. New Quebec. Gurd; island, Kitkatlah inlet. Coast district, B.C. (Not Guard.) Gzowski; lake, north of N. T. E. and east of Eobinson L., Thunder Bay district, Ont. H Habel; mount, S.W. of Mt. Collie, Eocky Mts., Kootenay district, B.C. (Not Hidden.) Habitants See Inhabitants. Hackett; cove, also Hackett Cove village, east shore of St. Margaret bay, Halifax county, N.S. (Not Hackett's Cove village, nor Haggert cove.) Hackett; river, tributary to Sheslay river, Cassiar district, B.C. Haddo; peak of mount Aberdeen, Eocky mountains. Alberta. Haeckel; hill, near the confluence of Lewes and Takhini rivers, Yukon. Hagerman; post village, York county, Ont. (Not Hagerman's Corners.) Haggart; creek, tributary to Johnston creek, McQuesten river, Yukon. Tlaggert. See Hackett. Ha Ha; bay, lake, and river, Chicoutimi Co., Q. (Not Bay Ha Ha, nor Baie des Ha Ha.) Haileybury; town, Timiskaming district, Ont. Hair. See Ncchigona. Hair Cutting; lake and river, at beadwators of St. Maurice E., Champlain Co., Que. Halcro; mountain peak, cnct shore of Atlin lake, Ca>siar district, B.C. 74 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Halcyon; mountain and post office, east of Upper Arrow lake, Kootenay district, B.C. (Not Halcyon Hot Springs post office.) Haldane; mount, near Mayo brook, Stewart river, Yukon. Hale; creek, near south end of Taku arm of Tag-ish lake, Cassiar district, B.C. Haliburton; lake, Harburn township, Haliburton county Ont, Hall; brook, harbour, and point. Kings county, N.S. (Not HalFs.) Hall; creek, tributary to west fork of 'Kettle river, Yale district, B.C. Hall; island, southeast of Eeid island, southeast coast of Vancouver island, B.C. Hall Harbour; post office. Kings county, N.S. (Not Hall's Harbour.) Hall ; lake, northwest of Cliff lake, Kenora district, Ont. Hall ; lake and river, W. of Teslin L., Cassiar dist., B.C. and Yukon. (Not North river.) Hall; mount, west of Upper Arrow lake, Kootenay district, B.C. Hall; mount, north of Chemainus river, Vancouver island, B.C. (Not Hall's.) Hall; peninsula, in the southeastern portion of Baffin island, N,W.T. Hallett; lake, on trail between Cheslatta and Fraser lakes. Coast district, B.C. Hall's. See Kushog. Halsey; point, at the entrance to Douglas channel, Coast district, B.C. Halsted; islet, Shushartie bay, Goletas channel, northerly coast Vancouver I., B.C. Hambly; island, Navy group, St. Lawrence river, Leeds county, Ont. (Not Humbly.) Hamilton; island, in Ottawa river, Prescott county, Ont. (Not Great nor Large.) Hamilton; lake, Tp. 35, Es. 9 and 10, W. 4 M., southeastern Alberta. Hammond; bay, north of Departure bay, southeast coast of Vancouver L, B.C. Hammond ; point, east of Jenkins point, Manitoulin island, Manitoulin district, Ont. Hammond. See Nelson. Hanbury; peak, east of mount Vaux, Rocky mountains, Kootenay district, B.C. Hancock ; hills, east of lake Laberge, Yukon. Hand; hills, east of Red Deer river, southern Alberta. Hangeville; post settlement, on Chilcotin river, Lillooet district, B.C. Hanging Hide See Leather. Hanna; bank, S. of Dokis I., entrance Key harbour, Parry Sound district, Ont. Hannah; bay, south end of James bay, Timiskaming district, Ont. Hannah Bay (river). See Harricanaw. Hannah; lake, east of South bay, lake Nipigon, Thunder Bay district, Ont. Hannah; point, South bay, Manitoulin district, Ont. Hansen; lake, east of Kootenay river, north of Steele, Kootenay district, B.C. Harbour; lake, west of Blind bay, Halifax county, N.S. (Not Black Duck Run.) Harbour. See Rawson. Harbour de Lute. See Loutre. Hardisty; mount, east of Athabaska river, opposite mouth of Whirlpool river, Alta. Hardwood Plains. See Harwood Plains. Hardy; mountain, northwest of Carson, Yale district, B.C. Hare; bank, island, passage, and reefs, St. Lawrence river, Temiscouata county, Que. French usage: Lievres (ile aux), which see. Harmony; river, emptying into Harmony bay, east end of L. Superior, Algoma district, Ont. (Not Chippewa nor Harmonie.) GEOGRAPHIC BOARD OF CAXADA 75 SESSIONAL PAPER No. 25d Harmony. See Jones. Harold; mount, on lower part of Stikine river, Cassiar district, B.C. Harper ; mount, in the Ogilvie range, north of Klondike river, Yukon, Harper Comers; post office, Wentworth county, Ont. (Not Harper's Comers.) Harricanaw; river, emptying into Hannah bay, Timiskaming, Ont., from Abitibi and Timiskaming, Que. (Not Hannah Bay river.) Harrington; group of islands, north shore gulf of St. Lawrence, St. Vincent town- >liip, Saguenay county. Que. Harrington; post office, Oxford county, Ont. (Xot Harrington West.) Harrington West. See Harrington. Harris; creek, branch of Ophir creek, Indian river, Yukon. Harris; lake, southwest of Manitou lake, Kenora district, Ont. Harris; lake, southwest of Savant lake. Thunder Bay district, Ont. Harris; point, Lambton county, Ont. (Not Blue.) Harrison; post office, Stormont county, Ont. (Not Harrison's Comers.) Harrison; river, flowing northwesterly into Athabaska lake, near Stone point. Alta. Harrison Corners. (See Harrison.) Harry; lake, Lawrence township, Haliburton county, Ont. (Not Harry's.) Hart ; mount, near Sixtymile river, southwesterly from Dawson, Yukon. Hartz; creek, tributary to Tahltan river, Cassiar district, B.C. Harvey; island. Brock group, St. Lawrence river, Leeds county, Ont. (Not Gibraltar.) Harwood Plains; post office, Carleton county, Ont. (Not Hardwood Plains.) Haskins; creek, tributary to Ottertail river, Eocky mountains, Kootenay district, B.C. (Not Haskin.) Haslam; creek, tributary to Nanaimo river, Vancouver island, B.C. Hasler; a peak of mount Dawson, Selkirk mountains, Kootenay district, B.C. Hastings; county, and town in Northumberland county, Ont. Hastings; lake, in Tp. 51, E. 20, W. 4th M., Alta. Hatchau; lake, Hackett river, Cassiar district, B.C. (Not Macha.) Hatin; lake, near upper part of Koshin river, Cassiar district, B.C. Hatton; headland, at south end of Eesolution island, N.W.T. (Not Cape Best.) Haven; cape, Clements Land, N.W.T. (Not Siggia.) Haven; creek, flowing into the Saskatchewan, below Bighorn river, central Alberta. Hawk; lake, also Hawk Lake railway station, Kenora district, Ont. Hawkcliff; lake, west of Eagle lake, Kenora district, Ont. (Not Hawk Cliff.) Hawkesbury; island, north of Princess Eoyal and Gribbell islands. Coast district, B.C. Hawkins; creek, tributary to Moyie river, international boundary, Kootenay district, B.C. (Not Meadow nor Kipple.) HawTcrocTc. See Keikewabik Hawtrey; town, Oxford county, Ont. (Not Hawtry.) Hay; lake, Sabine township, Nipissing district, Ont. Hay. See Dobbs. Hay. See Melville. Hayes; mount, south of Haslam creek Vancouver island, B.C. Hayes; peak and river, west of Teslin lake, Cassiar district, B.C. 76 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Hayes ; river, southeast of Nelson E., Manitoba. (Not Hay's, Hill, Steel, nor Trout.) This name is now applied to the whole river from the source of the Echimamish to Hudson bay. Haygarth; creek, tributary to Ottertail river, Yoho park, Eocky mountains, B.C. Hays; cove, southwest of Eitehie point, Kaien island. Coast district, B.C. Hays; creek. Prince Eupert, Coast district, B.C. Hays; mount, on Kaien island, east of Prince Eupert harbour, Coast district, B.C. (Not Oldfield.) Previous decision revised. Hay's. See Hayes. Hays. See Eitehie. Haystack; mountain, N.E. of Windigo bay, L. Nipigon, Thunder Bay district, Ont. Hazel. See Aberdeen, Hazelton; town, at confluence of Bulkley and Skeena rivers, Cassiar district, B.C. Head; mount, Highwood range, southern Alta. Headingley; parish and post village, Man. (Not Headingly.) Head of Jordan River. See Jordan river. Head of St. Peters Bay. See St. Peter. Healy; lake, south of Kusawa lake, Yukon. Heart; creek, east of Lower Arrow lake, Kootenay district, B.C. Heart; lake, east of L. LaBiche, central Alberta. Heart; mountains, east of Sheslay river, Cassiar district, B.C. Heathcote; lake, northwest of Barrington lake, Thunder Bay district, Ont. Hebden; brook, flowing into Dinorwic lake, Kenora district, Ont. (Not Hebdeu's.) Kebecourt; lake, Hebecourt township, Timiskaming county. Que. Hebert; lake, Dufay township, Timiskaming county. Que. (Not Fish.) Hebert. See Bear. Hecate; channel, connecting Esperanza inlet with Tahsis canal, Vancouver I., B.C. Hecate ; strait, between Queen Charlotte islands and the mainland. Coast district, B.C. Hecate. See Eaymond. Hecla; island, in lake Winnipeg, Man. (Not Big, Big Black, nor Great Black.) Hector; island, north shore of Hudson strait, N.W.T. (Not Khartum.) Hector; lal^e, west of Manitou lake, Kenora district, Ont. (Not Large Trout.) Hector; mount, also lake, Alta. (Not Bow lake nor Lower Bow lake.) Hector; railway station, Kootenay district, B.C. Height-of -land ; lake, northeast of Mattagami lake, Abitibi territory, Que. Heimdal; a spur of the Valhalla mountains, Kootenay district, B.C. Hfrla; a peak of the Valhalla mountains, Kootenay district, B.C. Helen; lake, at headwatei-s of Bow river, Alta. Helen; lake, north of Nipigon, Thunder Bay district, Ont. Helen; point, Douglas channel, near Kitkiata, Coast district, B.C. Helena. See Kinney. Helmet; mountain, southeast of mount Goodsir, Eocky Mts., Kootenay district, B.C. Hemlock. See Mackay. Hen. See North Fowl. Henderson; creek, tributary to Yukon river, bilow Stewart river, Yukon. ■GEOGRAPHIC BOARD OF CANADA 77 SESSIONAL PAPER No. 25d Henderson; harbour, south of Crooks inlet, Hudson strait, N.W.T. Henderson; lake, north of Uchucklesit harbour, Barkley sound, Vancouver island, B.C. (Not Anderson.) Hendon; river, tributary to Kusawa river, Cassiar district ,B.C. and Yukon. Hennigar; brook and post village, Hants county, "N-S. (Not Weir or Hennigar brook, Joshua Hennigar brook, nor Northfield village.) Henning; mount, at headwaters of Coquihalla river, Yale district, B.C. Henrietta; creek, tributary to Last-chance creek, a branch of Hunker creek, Yukon. Henry Corners; post office, Lambton county, Ont. (Not Henry's Corners.) Hensley; bay, south shore of Manitoulin island, Manitoulin district, Ont. Herh. See Wekusko. Herbert Corners; post office, Carleton county, Ont. (Not Herbert's Corners.) Hermit; glacier, mountain, and range of mountains, in the Selkirks, B.C. Heron. See Mirond. Herschell; island, W. of Cockburn I. and N.E. of Kitchener I., Manitoulin dis., Ont. Hess; river, tributary to Stewart river, Yukon. Hester; creek, branch of Hunker creek, Yukon. Hewson. See Hughson. Hibben; island, between Inskip and Moore channels, Moresby island. Queen Charlotte group. Coast district, B.C. (Not Kuper.) Hiboiix. See Ciboujc. ■- Hickey; island, between Collier and Stave islands. Navy group, St. Lawrence river, Leeds county, Ont. (Not Smoke.) Hichory. See Francis. Hidden. See Habel. High. See Emma. , : High. See Highwood. High Bluff; parish and village, on Assiniboine river, Manitoba. High Fall; creek, tributary to Koksoak river. New Quebec. Highpound. See Buffalo Pound. Highstone; lake, north of Stranger lake, Kenora district, Ont. Highview; post office, south of Broadview, Sask. (Not High View.) High Water. See Piche. Highwood ; range of mountains, southern Alta. Highwood; river, tributary to Bow river, Alta. (Not High.) Hilda; a peak of the Valkyr mountains, Kootenay district, B.C. Hill ; cove, northeast of Prince Rupert, Coast district, B.C. Hill; island, S.W. of Rockport, St. Lawrence E., Leeds county, Ont. (Not Leroux.) Hill; island, at entrance to Russell arm. Prince Rupert harbour, Coast district, B.C. Hill; lake, northeast of Kakagi lake, Kenora district, Ont. Hill; lake, on Minago river, Manitoba. Hill. See Hayes. Hillf arm ; post office, north of Wolseley, Sask. (Not Hill Farm.) Hillhead; village, Argenteuil county, Que. (Not Hill Head.) Hilton; village, St. Joseph island, Algoma district, Ont. (Not Marksville.) 78 DEPARTMEST OF TEE INTERIOR 4 GEORGE v., A. 1914 Hinchinbrook; township, Huntingdon county, Que. (Not Hinchinbrooke.) Hinton ; mount, Gustavus group, Yukon. Hippa; island, W. of Graham I., Queen Charlotte Is., Coast dist., B.C. (Not Nesto.) Hitchcock; creek, flowing east into Teslin lake, Cassiar district, B.C. Hobson; island, in Mahone bay, Lunenburg county, N.S. (Not Hobson's Nose.) Hocl-stall. See Ecstall. Hoder; creek, tributary to Little Slocan river, Kootenay district, B.C. Hodgins, lake, south of L. Seul, Kenora district, Ont. Hodnett ; mount, northwest of the " big bend " of Wheaton river, southern Yukon. Hoffman; mount, on south branch of Sheep river,^sQuthern Alberta. Hog. See Camelot. Hog. See McDonald. Hog. See O'Neil. Hogarth. See Cumberland Hogg; creek, tributary to Moyie river, Kootenay district, B.C. Hoggan; lake, near Dodd narrows, east coast of Vancouver island, B.C. Holden; lake, east of Nanaimo river, Vancouver island, B.C. (Not Trois Bras.) Hole. See Wanipigow. Holland; bank, Ladysmith harbour, east coast of Vancouver island, B.C. Holland. See Cascumpeque. Holmes. See Home. Holway; mount, southwest of Sorcerer mountain, Selkirk Mts., Kootenay dist., B.C. Homalho. See Homathko. Homan; river, discharging into Bennett lake, Cassiar district, B.C. Homathko; river, flowing into Bute inlet, Coast district, B.C. (Not Homalko.) Home; bay. in N. end of Princess Eoyal I., Coast district, B.C. (Not Holme's.) Home; island. Coronation gulf, N.W.T. (Not Sir E. Home's.) Hoodoo; valley, near Leanchoil, Kootenay district, B.C. Hooker; pass, at the head of St. Mary river, Kootenay district, B.C. Hoole ; canyon and river, upper part of Pelly river, Yukon. Hooper; island, off the southeast side of Grenadier island, St. Lawrence river, Leeds county, Ont. (Not Hooper's.) Hoople; creek, flowing into the St. Lawrence, at Dickinson Landing, Stormont county, Ont. (Not Hoople's, Hoopole, nor Hoopple.) Hootalinqua. See Teslin. Hopes Advance ; bay, west coast of Ungava bay. New Quebec. Hopes Advance; cape, south shore of Hudson strait, New Quebec. (Not Cape of Hopes Advance nor Prince Henry Foreland.) Hopewell Corner. See Albert. Hopkins; bay and point, east of Baptist island, Bruce county, Ont. Hopkins; lake, southeast of Aishihik lake, Yukon. Hopkins; point, Devastation channel. Coast district, B.C. Horn; cape, on the east side of Upper Arrow lake, Kootenay district, B.C. Horn. See Beatrice. Horse; creek, tributary to Bow river, Alta. GEOGRAPHIC BOARD OF CAXADA 79 SESSIONAL PAPER No. 25d Horse ; point, iu eastern part of Ameliasburg township, Prince Edward county, Ont. Horsehead; creek, flowing northerly to Makwa E., central Sask. (Not Horse Head.) Horseshoe; bay, west side of Great Duck island, !Manitoulin district, Ont. Horseshoe; glacier, south of mount Lefroy, Alta. Horseshoe; island, west of "Wolf island, Frontenac county, Ont. (Not Horse Shoe.) Horse Shoe. See Chemainus. Horsfall; island, between Campbell and Dulferin islands. Coast district, B.C. Horswell; bluff and channel, S.E. coast of Vancouver I., B.C. (Not Inner channel.) Horton; creek, tributary to Felly river, between Hoole and Ketza rivers, Yukon. Horton; point, north of Kincardine, Bruce county, Ont. Hosier; river, flowing into St. Margaret bay, Halifax county, N.S. (Not Osier.) Hospital; creek, flowing into Columbia river, below Golden, Kootenay district, B.C. Hotailuh; mountains, between Stikine and Tanzilla rivers, Cassiar district, B.C. Houghton; lake, southwest of Kashaweogama lake. Thunder Bay district, Ont. Houghton; lake, in Tps. 39 and 40, E. 22, W. 2 M., Sask. (Not Dirtywater.) Houghton. See Muskiki. Hourglass; lake, west of Hodgins lake, Keixora district, Ont. House; mountain, between Driftpile and Inverness rivei-s, S. of Lesser Slave L., Alta. House. See Howse. Housien. See Hughson. Houston. See Houstoun. Houstoun; passage, betweeen Admiral, Kuper and Narrow islands, strait of Georgia, New Westminster district, B.C. (Not Houston.) Howe; island, St. Lawrence river, Frontenac county, Ont. Howe. See Fuller. Howse; pass and peak, Eocky mountains, Alta. and B.C. (Not House.) Hozameen; range of mountains, east of Skagit river, near international boundary, Yale district, B.C. (Not Hozamen, Hozomen nor Hozomeen.) Huhbards; village, Halifax Co., N.S. (Not Hubbards Cove.) Previous decision revised. Huher; mount, near mount Victoria, Eocky mountains, Kootenay district, B.C. Hubert; railway station, north shore of Skeena river, Coast district, B.C. Hubley; cove, St. Margaret bay, also lake and Ey. sta., Halifax Co., N.S. (Not Hubly.) Huhly. See Hubley. Huckleberry. See Mile. Hucl-sfall. See Ecstall. Hudson; bay, Ontario, Quebec, Manitoba, and N.W.T. (Not Hudson's.) Hudson Bay; mountains, west of Bulkley river, and south of Moricetown, Coast district, B.C. Hudson; island, south of Thetis island, Stuart channel. S.E. coast of Vancouver I., B.C. Hudson; strait, between Bafiui isliuul, X.W.T. and New Quebec. Huff; island, in Muscote bay, bay of Quinte, Prince Edward Co., Ont. (Not Huff's.) Hugh; mount, east of lake Evans, Abitibi territory, Que. Hughes; brook, Barritt bay, Wiibigoon L., Kenora district, Ont. (Not Hughes creek.) Hughes; range of mountains, east of Kootenay river, Kootenay district, B.C. 80 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Hughson; bay, east of Providence bay, Manitoulin island, ManitouHn district, Ont. (ISTot Ilewson, Housten, nor Husten.) Hiimber; bay, railway station, river, and village, also Humber Bay post office and summer resort, York county, Ont. (Not Clairville village.) Humbly. See Hambly. Humboldt; bay, east shore of lake Nipigon, Thunder Bay district, Ont. Humboldt; electoral district, post office, and railway station, Sask. (Not Humbolt.) Hung'abee ; glacier and mountain,- Bow range, Alta. and Kootenay district, B.C. Hungerford; point, on the southern portion of Manitoulin island, Ont. Hungry; bay, northeast side of Big bay, bay of Quinte, Ont. Hungry; peak, at head of St. Mary river, Kootenay district, B.C. Hunker; creek, tributary to Klondike river, Yukon. Huns Valley; village, Macdonald electoral district, Man. (Not Hun's Valley.) Hunter; island, near Int. bdy., Eainy R. district, Ont. (Not Hunter's nor Hunters.) Hunter; mount, north of Palliser station, Kootenay district, B.C. Hunters; range of mountains, south of Eagle river, Yale district, B.C. Huntingdon; post settlement, international boundary. New Westminster district, B.C. Huntress; reef, southwest of Johnston point, Bruce county, Ont. Hurd; cape, west extreme of Bruce Co., Ont. Cape Hurd channel is west of the cape. Hurd; mount, also pass, in the Ottertail range of the Bockies, Kootenay district, B.C. Hurdman; post office, Carleton county, Ont. (Not Hurdman's Bridge.) Hurdman's Bndge. See Hurdman. Huron; river, flowing into Chambly basin, Eichelieu river, Rouville county, Que. (Not Marieville creek.) Authorized French form: rivieres des Hurons. Hurricane ; river, tributary to Nakina river, Oassiar district, B.C. Husten. See Hughson. Hutchinson; post office, Middlesex county, Ont. (Not Hutchison.) Hutchison; creek, flowing from Bowden lake to Wabigoon river, Kenora district, Ont. Hutchison; creek, flowing into east side of Lower Arrow lake, Kootenay distrist, B.C. Hutchison. See Hutchinson. Hutshi ; lakes, west of lake Laberge, Yukon. Hutshiku; bluff, on Lewes river, below Rink rapid, Yukon. Hutsigola; lake, south of Teslin lake, Cassiar district, B.C. (Not Hutsigula.) Huxstall. See Ecstall Hyland; hill, east of Hutsigola lake, Cassiar district, B.C. Hyndman; bay, at S.W. end of Cockbum I., Manitoulin district, Ont. (Not Sand.) Icarus; point, Nanoose harbour, east coast of Vancouver island, B.C. Ice; portage, on the lower part of Nottaway river, below Kitchigama river, Abltibi, Q. Ice; river, tributary to Beaverfoot river, Kootenay district, B.C. Ice-cap; mountain, near lower Stikine river, Cassiar district, B.C. (Not Ice-capped.) Icelandic; river, emptying into lake Winnipeg, Man. (Not Icelanders.) Ichimanicuagon. See Ishimanikuagan. Iconoclast; mountain, Selkirk range; Kootenay district, B.C. GEOGRAPHIC BOARD OF CAXADA 81 SESSIONAL PAPER No. 25d Icy; cove, east of North bay, Hudson strait, N.W.T. Ida; mount, south of Sahnon arm of Shuswap lake, Yale district, B.C. Ikeda; bay, southeast of Skincuttle inlet entrance, southeast coast of Moresby island. Queen Charlotte group, Coast district, B.C. lie axix Morts. See Lark. Ile-aux-Noix; post office, St. John county. Que. (Not Isle aux Noix.) Ile-Bizard; post office, on island of same name, St. Lawrence river, Jacques Cartier county, Que. (Not Isle Bizard.) Ile-Perrot; post office, Yaudreuil county, Que. (Not Isle Perrot.) Isles aux Peches. See Peach island. Isle de Bois. See Morris. Illecillewaet; glacier, mining division, river, and town, Kootenay district, B.C. (Not Illecilliwaet, Illicillewaet, nor Illicilliwaet.) Hies; brook, emptying into Frances lake, Yukon. (Not Il-es-too-a.) Imperieuse; rock, Nanoose harbour, east coast of Vancouver island, B.C. Incomappleux; river, flowing into Upi)er Arrow L., Kootenay dist., B.C. (Not Fish.) Independence; creek, tributary to Stewart river, Yukon. Indian; brook, flowing into St. Ann bay, Victoria county, N.S. Indian; harbour, point, and reef, south of Fitzwilliam island, Manitoulin district, Ont. Indian; island, northeast of Murray canal entrance to the bay of Quinte, Prince Ed- ward county, Ont. Indian; river, tributary to Yukon river, south of Klondike river, Yukon. Indian. See Dares. Indian. See Longspell. Indian. See Pleasant. Indian. See Southern Indian. Indian Pear Island lake. See Saskeram. Ingall; island, S. of Whitney Pt., St. Lawrence R., Leeds Co., Ont. (Not Shoemaker.) Ingall; lake, southwest of Wabigoon lake, Kenora district, B.C. Ihgonish. See Ingonish. Ingersoll; mount, west of Columbia river, Kootenay district, B.C. Inglewood; post office and railway station. Peel county, Ont. (Not Inglewood Junftion.) Inglismaldie; mount, south of Minnewanka lake, Rocky mountains, Alta. Ingonish; bay, river, and town, Victoria county, N.S. (Not Inganish nor Nigariishe.) Ingraham. See Louis. Ingram; mount, north of Kusawa lake, Yukon. Inhabitants; river, Richmond county, N.S. (Not Habitants.) Inklin; river, tributary to Taku river, Cassiar district, B.C. Inkster; rock, at South Baymouth, Manitoulin island, Manitoulin district, Ont. Inlin; brook, tributary to lower Gravel river, N.W.T. InnaiuUigang. See East BlufF. Inner. See Ilorswell. Inner Duck; Island, northeastern island of Duck I. gi'oup, Manitoulin district, Ont. Inonoaklin; creek, west of Lower Arrow L., Kootenay district, B.C. (Not Sanderson.) ■25d—ii 82 DEPARTMEXT OF THE INTERIOR 4 GEORGE v., A. 1914 Insulated. See Isolated. Inukshiligaluk ; point, south coast Uiigava bay. New Quebec. (Not Big Eock.) Inukshuktuyuk ; point, south coast of Ungava bay. New Quebec. (Not Beacon.) Inverhuron; bay and village, Bruce county, Ont. Invermere; townsite, south of Windermere, Kootenay district, B.C. (Not Canter- bury.) Inverness; passage, between Porpoise harbour and Skeena R., B.C. (Not N. Skeena.) Inverness; river, tributary to Swan river, south of Lesser Slave lake, central Alberta. losegun; lake and river, tributary to Little Smoky river, Alta. (Not Attim Segoun nor lo-se-gun.) Ipperwash. See Kettle. Ireland; township, Megantic county, Quebec. Irishman; creek, tributary to Moyie river, Kootenay district, B.C. Iron; creek, tributary to Battle river, eastern Alberta. Iron; lake, west of Crooked lake, international boundary, Eainy river district, Out. Iroquois; lake, Tp. 48, Es. 7 and 8, W. 3 M., Sask. Irving; bay. Crooks inlet, Hudson strait, N.W.T. Irving; post settlement, Albert county, N.B. (Not Baltimore.) Isaac Harbour; town, Guysborough county, N.S. (Not Isaac's Harbour.) Isabella ; lake, northeast of Peyto lake, Alta. IsabemagussL See Magusi. Iserhoif; river, emptying into Waswanipi lake, Abitibi territory, Que. Ishimanikuagan ; lake, Saguenay Co. ,Q. (Not Ichimanicuagan nor Ishimanicougan.) Iskwatikan; lake, north of lake LaRonge, central Saskatchewan. Island; lake, northeast of L. Winnipeg, and draining into Hayes river, Manitoba. Island. See Ashby. Island. See Dasserat. Island. See Trade. Island lahe. See Isle lake. Island Portage Qalce). See Pine. Islands; lake of, southeast of Abitibi lake, Timiskaming county. Que. Isle; lake, west of St. Ann, Alta. (Not Island lake.) Isle Bizard. See Ile-Blzard. Isle of coves. See Cove. Islet ; point, southwesterly extremity of Sonora island, Coast district, B.C. Isnor. See Eisner. Isolated; peak, at head of Yoho valley. Rocky mountains, Kootenay district, B.C. (Not Insulated nor Lonely.) It'/ienoiosquan. See Elbow. Itsi; lakes, on Ross river, also mountains between Macmillan and Ross rivers, Yukon. Ittimenotok; cape, east shore of T'ngnvn bay. New Quoboe. Ivan; point, IManitoulin island, east of Burnt island, Manitoulin district, Ont. GEOGRAPHIC BOARD OF CAyADA 83 SESSIONAL PAPER No. 25d J Jack; lake, Burleigh township, Peterborough county, Ont. (Not Jack's.) Jack; point, S. entrance to Nanaimo, Vancouver I., B.C. (Not Jack's nor Sharp.) Jackhead; island, lake, and river, north of Fisher bay, lake Winnipeg, Man. (Not Jack-Head.) Jackman. See Pritzler. Jackson; creek, tributary to Souris river, southern Manitoba and Saskatchewan. Jackson; mount, south of Tulameen, Yale district, B.C. Jackson. See Eobertson. Jackstraw; island, west of Gordon island, St. Lawrence river, Leeds county, Ont. Jackstraw ; lighthouse and shoal, St. Lawrence river, west of Gananoque, Leeds county, Ont. (Not Jack Straw.) Jacob; creek, tributary to Bow river, Alta. Jacob; island, at entrance to Rupert bay, James bay, Que. (Not Wood.) Jacob ; lake, Caire township, Timiskaming county. Que. (Not Fish.) Jacques Cartier; lake and river, Montmorency county. Que. (Not Grand Lake Jacques Cartier.) James; cape, north shore of Hudson strait, N.W.T. James; island and reef, between Fitzwilliam and Yeo islands, Georgian bay, Manitoulin district, Ont. James; river, tributary to Bed Deer river, southern Alberta. James Ross. See Boss. Jamieson; lake, Dungannon township, Hastings county, Ont. (Not Jamieson's). Jamieson's. See Egan. Janet; lake, between Stewart river and Mayo brook, Yukon, Jansen; lake and post office, west of the Quill lakes, southern Saskatchewan. Janvrin; island, and Janvrin Harbour P.O., Richmond Co., N.S. (Not Jauvrin's.) Jareux. See Jureux. Jarvis; bay, island, point, river, and rock. Thunder Bay dist., Ont. (Not Turtle Pt.) Jarvis; lake, between Athabaska and Baptiste rivers, Alta. (Not Upper White Fish.) Jauvrin's. See Janvrin. Jay. lake, Pettypiece township, Kenora district, Ont. Jean; lake, southeast of L. Nipigon, Thunder Bay district, Ont. Jean de Terre. See Gens-de-Terre. Jeannette; creek, post office, and railway station, Kent county, Ont. (Not Jeannotte's creek nor Jeannette's Creek P.O.) Jean-Noel; river, flowing into the St. Lawrence, at St. Irenee, Charlevoix Co., Q. Jean-Pierre; bay and point, southwest of Sturgeon bay, north shore of L. Superior, Thunder Bay district, Ont. Jeffrey; mount, west of Saanich inlet, Vancouver island, B.C. Jenkins; point, east of Providence bay, Manitoulin island, Manitoulin district, Ont. Jennie Graham; the most southerly shoal off Great Duck I., Manitoulin district, Ont. Jennings; river, emptying into Teslin lake, Cassiar district, B.C. (Not Fifteenmile.) Jensen; creek, tributary to Dominion creek, Indian river, Yukon. Jesse; island, entrance to Departure bay, southeast coast of Vance uver island, B.C. 84 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Jessie; lake, Purdom township. Thunder Bay district, Ont. Jesup Land. See Ellesmere. Jim; creek, tributary to Yukon river, below Indian river, Yukon. Joan; point, near Dodd narrows, east coast of Vancouver island, B.C. Joassa; channel, between Dufferin and Horsfall islands, Coast district, B.C. Jocelyn; hill, east side of Finlayson arm, Vancouver island, B.C. Jockvale ; post office, Carleton county, Ont. (Not Jock Vale.) Joel; river, tributary to lOondike river, Yukon. Joggins; village, Cumberland county, N.S. (Not Joggin Mines, South Joggins, noi South Joggings.) John; lake, northeast of Silver lake, Kenora district, Ont. John ; lake, below Itsi lakes, Koss river, Yukon. John; river, also E-iver John post office, Pictou county, N.S. Johnny. See Johnson. Johnson; bay, north shore of Howe island, Frontenac Co., Ont. (Not Johnston.) Johnson; lake, Havelock township, Haliburton county, Ont. (Not Johnson's.) Johnson ; lake and railway station, southeast of Latchf ord, Timiskaming district, Ont. (Not Johnny lake nor Johnston station.) Johnson ; range of mountains, between Atlin L. and O'Donnel R., Cassiar district, B.C. Johnston; creek, tributary to McQuesten river, Yukon. Johnston; creek, west of Lower Arrow lake, Kootenay district, B.C. Johnston; harbour and point, southeast of Porcupine point, Bruce county, Ont. Johnston Corners; post office, Carleton county, Ont. (Not Johnston's Comers nor Johnstone's Corners.) Johnston; lake, southern Saskatchewan. Jojo; lake, north of lake Nipigon, Thunder Bay district, Ont. Jolicoenr; village, Westmorland county, N.B. (Not Jolicure.) Joli Head; headland. Queens county, N.S. (Not Jolie Head.) Jonas; creek, flowing northwesterly into Sunwapta river, also pass at the head of the creek, Alta. Jones; creek, flowing to Batchawana hay, L. Superior, Ont. (Not Harmony river.) Jones; island. Lake Fleet group, St. Lawrence river, Leeds county, Ont. Jones; shoal, S. of Labrador reef and S.W. from Belanger point, Manitoulin dist., Ont Jordan Harbour; post office, Lincoln county, Ont. (Not Jordan Harbor.) Jordan; lake and river, Hastings county, Ont. Jordan; river, flowing into Frobisher bay, N.W.T. Jordan; river, tributary to Columbia river, near Revelstoke, Kootenay district, B.C. Jordan; river, flowing into Juan de Fuca strait, Vancouver island, B.C. Jordan River; village, Shelburne county, N.S. (Not Head of Jordan River.) Jorkins; point, southeast entrance to Finlayson channel, B.C. (Not Dawkins.) Joseph; creek, tributary to St. Mary river, Kootenay district, B.C. Joshua Hennigar. See Hennigar. Joss; mountain, northeast of Mabel lake, Yale district, B.C. Joubert; island, south of Cascade point, Soulanges county. Que. (Not Round.) Joy. bay, south shore of Hudson strait. New Quebec. GEOGRAPHIC BOARD OF CANADA 85 SESSIONAL PAPER No. 25d Joy; mountain, between Hess and Lansing rivers, Yukon. Jubilee; island, north shore of Hudson strait, N.W.T. Jubilee; mountain, near north end of Atlin lake, Yukon. Julian; point, east of Chorbak inlet, north shore of Hudson strait, N.W.T. Julien; islet, on Kamouraska mud flats, Kamouraska county. Que. Jumping; lake, east of the Birch hills, central Saskatchewan. Jumping Deer; creek, tributary to Qu'Api)eIle river, Sask. (Not Jumpingdeer.) Jumpingpound ; creek, tributary to Bow river, Alta. (Not Jumping Pond.) Junction ; mountain, on south branch of Sheep river, southern Alberta. Junnusuksoak ; inlet, east shore of Ungava bay. New Quebec. Juno ; point, south of Pine Tree harbour, Bruce county, Ont. Jupiter; river, south side of Anticosti I., Saguenay county, Que. (Not Observation.) Jupiter. See Shallop. Jureux; point, also river flowing into the St. Lawrence below Goose cape, Charlevoix county. Que. (Not Jareux.) K Kabagukski; lake, south of Sasakwei lake, Kenora district, Ont. (Not Mud.) Kabakwa; lake. Stanhope township, Haliburton Co., Ont. (Not Kah-bah-bah-quah.) Kabania; lake, west of Attawapiskat lake, Patricia district, Ont. Kabikwabik; lake, south of Minnitaki lake, Kenora district, Ont. (Not Kapikwabikok.) Kabistachuan ; bay, in southern portion of Mistassini lake, Q. (Not Cabistachuan.) Kabitotikwia ; lake and river, draining into Kaiashk bay, L. Nipigon, Thunder Bay district, Ont. (Not Kabitotiquia.) Kabitotiquia. See Kabitotikwia. Kabitustigweiak. See Butler. Kabona; lake, south of Matchimanito lake, Pontiac county. Que. Kagianagami; lake, north of Ogoki river, Thunder Bay district, Ont. Kag-ish-a-hog-a-mog. See Kasshabog. Kagiwiosa. lake, east of Dinorwic lake, Kenora district, Ont. Kaha; creek, tributary to Koshin river, Cassiar district, B.C. (Not Kahak.) Kah-hah-hah-quah. See Kabakwa. Kah-mini-ti-gwa-quiack. See Bluffy. Kah-shah-gah-wig-e-mog. See Kashagawi. Kahtate; river, tributary to lower part of Stikine river, Cassiar district, B.C. Kahuch. See Katonche. Kah-wah-she-he-mah-gog. See Kushog. Kahwamhejewagamog. See Kawagama. Kaiashk; bay and river, W. shore of L. Nipigon, Thunder Bay dist,, Ont. (Not GuU.) Kaiashkomin; lake, north of Wabigoon lake, Kenora district, Ont. (Not Bad Rice.) Kaien; island. Prince Rupert harbour. Coast district, B.C. (Not Kai-en.) Kaiete; point, at east entrance to Lama passage. Coast district, B.C. (Not Calete, Ki-ette, nor Kyeet.) Kaijich Manitou. See Baptiste. KaikaqnahicJc. See Reception. 86 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Kains. See Cain. Kaishlc. See Evain. Ka-its-siks. See Kasiks. Kajakanihamak. See Dufresnoy, Kajoualwang. See Najwalwank. Kakabonga ; lake and river, east of Grand lake Victoria, Pontiac county, Que. (Not Kakebonka.) Kakagi ; lake, E. of Sabaskong bay, L. of the Woods, Kenora dist., Ont. (Not Crow.) KaTcameonan. See Bellefeuille. Kakashe; river, tributary to Kapitachuan river, Montcalm county. Que. KdkebonTca. See Kakabonga. Kaketsa ; mountain, south of Egnell, Cassiar district, B.C. (Not Koketsa.) Kakinagimak ; lake, south of Churchill river and east of Pelican narrows, Sask. (Not Kakinokumak.) Kakinnozhans ; lake, near Manitou lake, Kenora district, Ont. KaTcinol'amalc. See Lemoine. Kakinohumah. See Kakinagimak. Kakinoohama. See Margaret. Ka-kooi. See Kakut. Kakuchuya; river, tributary to Dudidontu river, Cassiar district, B.C. Kakut; lake and river, in the Birch hills, south of Dunvegan, Alta. (Not Ka-koot.) Ka-lik-took-duag. See Crooks. Kalzas; lake, between Macmillan and Stewart rivers, Yukon. Kama; bay and Ey. station, Nipigon bay. Thunder Bay dist., Ont. (Not Mazokama.) Kamachigama ; lake, and river tributary to the Upper Ottawa, Montcalm county, Que. Kamanatogama ; lake, southeast of Boyer lake, Kenora district, Ont. Kamaniskeg; lake, Bangor township, Hastings county, Ont. Kamatsi; lake, on Churchill river, east of Reindeer river, central Saskatchewan. Kaministikwia ; river and railway station. Thunder Bay district, Ont. (Not Kamin- istiquia.) Kaminnassin ; lake, south of Dinorwic lake, Kenora district, Ont. Kaminnaweiskagwok. See Minnaweiskag. Kaminni; lake, N.W. of Manitou lake, Kenora district, Ont. (Not Kaminneseipekok.) Kamitsgamak ; lake, on Eibbon river, upper St. Maurice river, Champlain county, Que. Kamongus; lake, near Manitou lake, Kenora district, Ont. (Not Canoe.) Kamoukakwiti. See Piche. Kamouraska ; bay, county, group of islands, river, and village. Que. Kampigukakatoka ; river, tributary to Migiskan river, Pontiac county. Que. Kamshigama; lake and river, north of Shabogama lake, Abitibi territory. Que. Kananaskis; lakes and river, tributary to Bow river, post office, railway station, and range of mountains, Alta., also pass, Alta and B.C. Kanasuta; river, flowing from Dasserat lake to Duparquet lake, Timiskaming, Que Kangerflung. See Newell. Kangerthialuksoak. See George.. Kaniapiskau; river, tributary to Koksoak river, New Quebec. (Not Wauguash.) GEOGRAPHIC BOARD OF CANADA 87 SESSIONAL PAPER No. 25d Kaniapiskau. See Keniapiskau. Kanikawinika ; lake, upper Ottawa river, east of Grand lake Victoria, Pontiac county. Que. (Not Kaniquonika nor Kanequaneka.) Kanimitti; river, flowing into Shoshokwan river a tributary of the upper Ottawa, Pontiac county. Que. (Not Kanimittikoslikwa.) Kanish; bay, S. of Granite point, Quadra island. Coast district, B.C. (Not Cahnish.) Kanotaikau; lake, at headwaters of Eupert river, Mistassini territory, Que. Kanuchuan; river, tributary to upper Attawapiskat river, Patricia district, Ont, Kanus; river, trib. to St. Croix R., Charlotte Co., N.B. (Not Canons nor Canouse.> Kanusio; lake, and river tributary to Kekek river, Pontiac county, Que. Kaopskikamak ; lake and river, southeast of Manitou lake, Kenora district, Ont. Kaoskauta; lake, N.W. of Manitou L., Kenora district, Ont. (Not Kaoskowtakok.) Kapemitchigama ; lake, at the sources of Ottawa river, Joliette county, Que. (Not Kapemechigama.) Kapesakosi; lake, west of Manitou lake, Kenora district. (Not Kapesakosikok.) Kapikik; lake, S. of Cat L., Patricia, Ont. (Not Pine channel nor Wapikik lake.) Kapikitegoitch ; lake, headwaters of Ashuapmuchuan river, Chieoutimi county. Que. KapikwahikoTc. See Kabikwabik. Kapiskau; river, N. of Albany R., Patricia, Ont. (Not Ka-pis-cow nor Kaypiscow.) Kapitachuan ; lake, and river tributary to the upper Ottawa river, Berthier, Joliette. Maskinonge, Montcalm and Pontiac counties. Que. (Not Kapitashewinna nor Kapitajewin.) Kapitagama; lake, southeast of Abitibi lake, Timiskaming county. Que. Kapitajewan. See Kapitachuan. Kapitashewinna. See Kapitachuan. Kapitswe; lake, at headwaters of St. Maurice river, Champlain county. Que. Kapkichi; lake, north of L. St. Joseph, Patricia district, Ont. Kaposvar; creek, tributary to Qu'Appelle river, Sask. (Not Little Cutarm.) Karmutsen. See Nimpkish. Kasagiminnis ; lake, north of L. St. Joseph, Patricia district, Ont. Kasakacheweiwak. See Uphill. Kashagawi; lake, Stanhope Tp., Haliburton Co., Ont. (Not Kah-shah-gah-wig-e-mog.) Kashagawigamog ; lake, Dysart and Minden townships, Haliburton county, Ont. Kasha weogama; lake, southwest of Savant lake, Thunder Bay district, Ont. Kasiks; railway sta., also river tributary to Skeena R., B.C. (Not Ka-its-siks.) Kaskawulsh; river, tributary to Alsek river, southwestern Yukon (Not O'Connor.) Kasshabog; lake, Methuen Tp., Peterborough Co., Ont. (Not Kag-ish-a-bog-a-mog.) Kate ; point, at upper end of Lower Arrow lake, Kootenay district, B.C. Kates Needle; mountain, near Stikine R., opp. Porcupine creek, Cassiar district, B.C. Kathawachaga ; lake, south of Coronation gulf, N.W.T. (Not Cathawhachaga.) Katharine; lake ,on Lady Evelyn river, below Grays river, Sudbury district, Ont. Katharine ; lake, at headwaters of Bow river. Rocky mountains, Alta. Kathlyn; lake, at east base of Hudson bay mountains, south of Moricetown, Coast district, B.C. (Not Chickens.) Katina; creek, tributary to Silver Salmon rivtr, Cassiar district, B.C. 88 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Katonche; lake, east of Grand lake Victoria, Pontiac county, Que. (Not Kahucli.) Katrina; creek, tributary to White river, Yukon. Kattaktok; cape, east shore Ungava bay. New Quebec. Katutok. See Charles. Kauffman. See Kiwetinok. Kawagama; lake, Sherborne Tp., Haliburton Co., Ont. (Not Kahwambejewagamog.) KawalcashJcagama. See Kawashkagama. Kawasachuan ; lake and river, near Grand L. Victoria, Timiskaming county, Que. (Not Kavpasajewan nor Kawassajewan.) Kawasgisguegit. See Kawaskisigat. Kawashegamuk ; lake, southeast of Dinorwic lake, Kenora district, t3nt. (Not Long.) Kawasheibem,ag\\gamdk. See Washeibemaga. Kawashkagama; lake and river, north of Long lake, Thunder Bay district, Ont. (Not Kawakashkagama.) Kawaskisigat ; lake, headwaters, of Lievre river, St. Maurice county. Que. (Not Ka- wasgisguegat.) Kawastaguta; bay, at the northerly end of Grand lake Victoria, Timiskaming, Que- Kawaweogama; lake, northeast of Seseganaga lake. Thunder Bay district, Ont. Kawawia; lake, southeast of Manitou lake, Kenora district, Ont. (Not Oval.) KawaiviagamaJc. See Wawiag. Kay-gat. See Keigat. Kaypiscow. See Kapiskau. Kazabazua. river, Ottawa and Pontiac counties; also railway station and village, Ottawa county, Que. (Not Kazubazua nor Kazuabazua.) . Kedgwick; river, Eestigouche Co., N.B. (Not Kedgewick nor Quatawamkedgewick.) Keec. See Kiekkiek. Kee-ec-Jcee-ec. See Kiekkiek. Keefer; island, at entrance to Key harbour, (jeorgian bay. Parry Sound district, Ont. Keejimacoogie. See Kejimkujik. Keele ; peak, Mackenzie Yukon watershed, N.W.T. Eeepewa. See Kipawa. Kee-she-Jcas. See Kishikas. Keg; lake, on Churchill river, northeast of L. LaEonge, Saskatenewan. (Not Barrel.) Keglo; bay, east shore Ungava bay. New Quebec. Keheewin. See Kehiwin. Kehiwin; Indian reserve, also lake, eastern Alberta. (Not Keheewin.) Keigat; lake, southwest of Cat lake, Patricia district, Ont. (Not Kay-gat.) Keikewabik; lake, south of Minnitaki lake, Kenora district, Ont. (Not Hawkrock.) Kejimkujik; lake, Annapolis and Queens counties, N.S. (Not Cegemecega, Keja-ma- kuja, Keejimacoogie, Kerjimacougie, nor Segum Sega.) Kekek; river, tributary to Migiskan river, Pontiac county, Que. Kekeko; lake, southeast of Abitibi lake, Timiskaming county. Que. Kekekwa; lake, north of Anzhekumming lake, Kenora district, Ont. Kekeo; river, tributary to Manuan R., upper St. Maurice R., Champlain county, Que. Kekkekwabi; lake. Stanhope Tp., Halibiirton Co., Ont. (Not Cay-ka-quah-be-kung.) GEOGRAPHIC BOARD OF CAXADA 8» SESSIONAL PAPER No. 25d Kelsall; lake, discharging into Chilkat river, Cassiar district, B.C. Kelvin; island, lake Nipigon, Thunder Bay district, Ont. (Not Grand.) Kelvin; lake, an expansion of Nottaway river, Abltibi territory. Que. Kelvin^ove; post office, Huntingdon Co., Que. (iSTot Calvin Grove nor Kelvin Grove.) Kematch; river, tributary to Woody river, western Manitoba. Kempenfelt; bay, in lake Simcoe, Simcoe county, Ont. (Not Kempenfeldt.) Kempt; lake, St. Maurice county Que. (Not Wabaskoutyunk.). Kemptown; village, Colchester county, N.S. (Not Kempt Town.) Kemptville; creek, tributary to Eideau R., Grenville Co., Ont. (Not South Rideau R.) Kenemich ; river, flowing to Melville lake, Ashuanipi, Que. (Not Kenemichic.) Keniapiskau ; lake, north of Opatawaga L., Abitibi territory, Que. (Not Kaniapiskau.) Kenilworth; lake, in Tp. 50, R. 4, W. 4th M., Alta. Kennabutch; lake, east of Dinorwic lake, Kenora district, Ont. (Not Kennabuch.) Ken-ne-hig. See Kennibik. Ken-ne-ses. See Kennisis. Kennewapekko; lake, south of Boyer lake, Kenora district, Ont. Kennibik; lake, Dudley township, Haliburton county, Ont. (Not Ken-ne-big.) Kennicott; lake, at head of Hackett river, Cassiar district, B.C. Kennisis; lake, Havelock township, Haliburton county, Ont. (Not Ken-ne-ses.) Kenny; lake, west of lake Tempest, Thunder Bay district, Ont. Kenogami; river, tributary to Albany river, Algoma and Thunder Bay districts, Ont. Kenogamissee. See Larch. Kenoniska; lake, north of Opatawaga lake, Abitibi territory, Que. Kenora; district and town, western Ontario. (Not Rat Portage town.) Kenora; lake, Redditt township, Kenora district, Ont. Kenozhe; lake, south of Machawaian lake, Patricia district, Ont. Kenozhe; lake, southeast of Manitou lake, Kenora district, Ont. (Not Kinoje.) Kerkeslin; mountain, south of Mt. Hardisty, east side of Athabaska river, Alta. Kernertut. cape, southeast shore Ungava bay. New Quebec. Kerr; mount, President range. Rocky mountains, Kootenay district, B.C. Kerr; rocks off the western coast of Digby island. Coast district, B.C. Kersey; point, at northerly end of Maitland I., Douglas channel. Coast district, B.C. Kerwood; post village and railway station, Middlesex county, Ont. (Not Kerrwood.) Keshkabuon; island. Thunder Bay district, Ont. (Not Caribou.) Kestrel; rock, at entrance to Prince Rupert harbour, Coast district, B.C. Ketch; harbour and head, also Ketch Harbour post settlement, southwest of entrance to Halifax harbour, Halifax county, N.S. (Not Catch harbour and head, nor White or Catch Harbour head.) ^ Ketchacum. See Catchacoma. Ketchum; lake, northeast of Egnell, Cassiar district, B.Q. Kettle; point, and reef N. from the point, Lambton county, Ont. (Not Ipperwash.) Kettle; range of mountains and river, in southeastern portion of Yale district, B.C. Kettle. See Chaudiere. Ketza; river, tributary to Pelly river, above Ross river, Yukon, (Not Kitza.) Kewagama; lake, southeast of Abitibi lake, Timiskaming county, Que. 90 DEPARTMEXT OF THE IXTERIOR 4 GEORGE v., A. 1914 Keivagodoongojioon. See La Pause. Key; harbour and railway terminus, Georgian bay, Parry Sound district, Ont. Keys; lake, north of Pavel lake, Kenora district, Ont. Khartum. See Hector. Kiask; river, south of Kamshigama river, Abitibi territory, Que. Kichendatch. See Kikendatch Kicking Horse; pass, and river tributary to Columbia river, Koot^nay district, B.C. (Not Wapta river.) Kid; creek, tributary to Goat river, Kootenay district, B.C. Kiekkiek; lake, Bosquet township, Tiniiskaming, Q. (Xot Iveec nor Kee-ec-Kee-ec.) Kieley. See Coyle. Ki-eite. See Kaiete. Kiemawisk; lake, southwest of Shabogama lake, Timiskaming county. Que. Kienawisik. See De Montigny. Kikendatch; Indian village, upper St. Maurice river, Champlain county. Que. (Not Kirkendatch nor Kickendatch.) Kildala; arm, near Kitimat arm, Coast district, B.C. Killarney; village, on west side of Lower Arrow lake, Kootenay district, B.C. Killsquaw ; lake, northwest of Tramping lake, Sask. Kilpatrick; mount, Purity range, Selkirk mountains, Kootenay district, B.C. Kilvert; lakp, south of Hawk lake, Kenora district, Ont. Kimball; lake, Livingstone township, Haliburton county, Ont. (Not Kimball's.) Kimmewin; lake, southwest of Schist lake, Kenora district, Ont. Kinahan ; islands, S. of Digby I., Chatham sound. Coast dist., B.C. (Not Kinnahan.) Kinbasket; lake, an expansion of Columbia river, below Bush river, Kootenay dis- trict, B.C. Kincardine; town, Bruce county, Ont. *" King; mount, northwest of Ottertail station, Kootenay district, B.C. Kingcome ; inlet and mts., "W. of Knight inlet. Coast district, B.C. (Not Kingcombe.) Kingcome ; point ,at N. end of Princess Royal I., Coast dist., B.C. (Not Kingcombe.) King Christian. See Findlay. King George; sound, south shore of Hudson strait, New Quebec. Kingham; river, Argenteuil county, Que. (Not Kingsey.) Kinglake. post office, Norfolk county, Ont. (Not King Lake.) King Oscar Land. See Ellesmere. Kingscote; lake, Bruton township, Haliburton county, Ont. Kingscourt; post office and railway junction, Lambton Co., Ont. (Not King's Court.) Kingsey. See Kingham. Kingsgate ; post office and railway station. Int. boundary, Kootenay district, B.C. King Solomon; mountain, east of Carmi, Yale district, B.C King William; island, S.W. of Boothia pen., N.W.T. (Not King William Land.) Kinney; lake, at the southwest base of Mt. Robson, Cariboo dist., B.C. (Not Helena.) Kinnickoneship ; lake, near, Manitou L., Kenora district, Ont. (Not Black Sawbill.) Kinnyu; lake, east of Manitou lake, Kenora district, Ont. Kinojevis; lake and river, Timiskaming county, Que. (Not Kinojeviskjiskatik.) GEOGRAPHIC BOARD OF CAXADA 91 SESSIONAL PAPER No. 25d Kinoje. See Kenozhe. Kinonge; river. Petite Xation seiguiory, Labelle county. Que. (Xot Salmon.) Kinsman; post settlement. Kings county, N.S. (Not Kinsman's.) Kintail; village, south of Clark point, Huron county, Ont. Kipawa; lake, post office, and river, Timiskamiug, Q. (Xot Keepawa nor Kipewa.) Kipling ; reef, west of Middle Duck island, Manitoulin district, Ont. Kipp; coulee, nortla of Middle coulee, southern Alberta. (Xot Kipp's.) Kirby; creek, flowing into Juan de Fuca strait, Vancouver I., B.C. (Not Coal.) Kirk; island, in northerly portion of lake Evans, Abitibi territory. Que. EirJcendatch. See Kikendateh. Kirk Ferry; village, Hull township, Ottawa county, Que. (Xot Kirk's Ferry.) Kirkpatrick; lake, south of Hamilton lake, southeastern Alberta. Kishikas; lake and river, tributary to Severn river, Patricia district, Ont. (Xot Cedar, Kee-she-kas nor Kishlvi.) Kishinena; creek and mountain, international boundary, Kooteuay district, B.C. (Xot Kishenehn, Kish-e-neh-na, nor Kish-e-nehu.) KishTci. See Kishikas. Kiskitto; lake, north of L. Winnipeg, Man. (Xot Grass nor West Xiskitogisew.) Kiskittogisu ; lake, north of L. Winnipeg, Man. (Xot Big Keed nor Xiskitogisew.) Eishopkechewans. See Minnehaha. Kispiox; river, tributary to Skeena river, above Hazeiton, Cassiar district, B.O (Xot Kispyox nor Kis-py-ox.) Kisseynew; lake, south of Kississing lake, Manitoba. (Xot Lobstick.) Kississing; lake and river, tributary to Churchill river, Manitoba. (Xot Cold, Kissisino, nor Takipy.) Kitchener; island, W. of Cockburn I., Manitoulin dist., Ont. (Xot Little Cockburn.) Kitchener; railway station, Kootenay district, B.C. Kitchigama; river, trib. to Xottaway K., Abitibi territory, Que. (Xot Michagama.) Kitgargas; village, on Babine river near its junction with the Skeena, Cassiar dis- trict, B.C. (Xot Kitgargasse.) Kitigtung. See Lady Franklin. Kitimat; arm and P.O., X. of Douglas channel. Coast district, B.O. (Xot Kitamaat.) Kitiwiti; shoal, southwest of Prospect, X.S. (Xot Kittee Wittee.) Kitkiata; Indian village, Douglas channel, Coast district, B.C. Not Kit-kia-tah.) Kitsalas; canyon and town, on Skeena river. Coast district, B.C. (Xot Kitselas.) Kitselas. See Kitsalas. Kitsumgallum ; lake and river, tributary to Skeena river, Coast district, B.C. (Xot Kitsumgalum nor Kit-sum-kay-lum.) Kitty ; shoal, S. of Great Duck I., and S.W. from Mary shoal, Manitoulin district, Ont. Kitwanga; village, on Skeena river, 20 miles below Hazeiton, Cassiar district, B.C. Kitza. See Ketza. Kiwanzi; brook, tributary to Burntwood river, Manitoba. Kiwetinok; pass, i)eak, river, and valley, N. of Beavertail river, Rocky Mts., Kootenay district, B.C. (Not Mt. Kauflfman, Wilson pass, nor Whymper pass. Kiyiu; lake, southeast of Opuntia lake, southern Saskatchewan. (Not Eagle-) 92 DEPARTMENT OF TEE INTERIOR 4 GEORGE v., A. 1914 Kla-anch. See Nimpkish. Klatsa; river, tributary to Frances river, Yukon. (ISTot Klatsatooa.) Klemtu; passage and village. Coast district, B.C. (Not Klemtoo nor China Hat.) Klesilkwa; river, tributary to Skagit river, Yale district, B.C. Klewi; river, tributary to Little Buffalo E., S. of Great Slave L.,(Not Tesse-Clewee.) Kloiya; bay, Denise arm, Morse basin, E. of Kaien I., Coast dist, B.C. (Not Cloyah.) Klokhok; river, tributary to Takhini river, Yukon. Klondike; village, and river tributary to Yukon river, Yukon. (Not fflondyke, Clondyke, nor Tbrondiuck.) Klootchman; canyon, on Stikine E., S. of Clearwater E., Cassiar district, B.C. (Not Kluchman.) Klotassin; river, tributary to Donjek river, Yukon. Klotz; mount, near Tatonduk river, Yukon, Kluane; lake and river, in southwestern Yukon. (Not Kluahne.) Kluchman. See Klootchman. Kluhini; river, flowing out of Frederick lake into Dezadeash lake, Yukon. Klukshu; lake, and river tributary to Alsek river, Yukon. Klusha; creek, flowing through Braeburn lake, into Nordenskiold river, Yukon. Knapp; point, also Knapp Point lightstation, north shore of Wolfe island, Frontcuac county, Ont. (Not Brown's.) Knee; hills, between Kneehills and Threehills creeks, southern Alberta. Kneehill; post office, east of Innisfail station, Alta. (Not Knee Hill Valley.) Kneehills; creek, tributary to Eed Deer river, Alta. (Not I^Jnee Hills.) Kneeland; bay, southwest shore Frobisher bay, N.W.T. Knife; islands, west of Shute point, Bruce county, Ont. Knife; lake, international boundary, Eainy Eiver district, Ont. Knight. See Descanso. Knob; lake, Eugby township, Kenora district, Ont. Knob. See The Knob. Koak; islands and stream, St. John river, York county, N.B. (Not Coac nor Coak.) Koidern; river, tributary to White river, Yukon. Kohetsa. See Kaketsa. Kokomenhani ; lake, at headwaters of Eupert river, Mistassini territory. Que. (Not Kokhamenhani.) Kokomis; lake, southwert of Grand lake Victoria, Timiskaming county. Que. Koksilah; railway station, ridge, and river, N. of Cowichan E., Vancouver I., B.C. Koksoak; river, flowing into Ungava bay. New Quebec. (Not Big nor South.) Kolfage; island, south of Pike point, Bruce county, Ont. Koochiching; falls, in Eainy river, near Fort Frances, international boundary, Eainy Eiver district, Ont. (Not Chaudiere.) Koos-ka-nax. See Kuskanax. Kootanie. See Blakiston. Kootenai. See Waterton. Kootenay; lake and river, Kootenay district, B.C. (Not Kootanie, Kootenai, &c.) Kopka; lake, west of lake Nipigon, Thunder Bay district, Ont. GEOGRAPHIC BOARD OF C AX ADA 93 SESSIONAL PAPER No. 25d Korikduardu; inlet, E. of Chorkbak inlet, Hudson strait. (Not Ko-rick-du-ar-du.) Koshin; river, tributary to Nahlin river, Cassiar district, B.C. Koya; point, also liglitstation on the point, east of Langford point, N.E. entrance to Houston Stewart channel, Coast district, B.C. Kramer; lake, Redditt township, Kenora district, Ont. Kukukahu; lake, southeast of Manitou lake, Kenora district, Ont. Kukukus; lake, southeast of Miimitaki lake, Kenora district, Ont. (Not Kukus.) Kuldo; creek and village, Skeena river, 46 miles above Hazelton, Cassiar dist., B.C. Kulleet; bay, northeast of Ladysmith harbour, Vancouver island, B.C. (Not Chemainos nor Chemainus.) Kunghit; island, southernmost of Queen Charlotte Is., Coast dist., B.C. (Not Prevost.) Knper; island, northwest of Saltspring island, southeast coast of Vancouver island, B.C. The name " Kuper " is confirmed for this island and replaced by " Hibben " for the northerly one to avoid duplication. Kuper. See Hibben. Kusawa; lake, southwest of lake Laberge, Yukon. (Not Arkell.) Kusawa; river, flowing northerly from Cassiar district, B.C., into Kusawa lake, Yukon. (Not Arkell.) Eushog; lake. Stanhope township, Haliburton county, Ont. (Not Hall's nor Kah- wah-she-be-mah-gog.) Kusiwah. See Surprise. Kuskanax; creek, E. side of Upper Arrow L., Kootenay dist., B.C. (Not Koos-ka-nax.) Euskonook; P.O. and railway station, near the southern end of Kootenay lake, Kootenay district, B.C. (Not Kuskanook.) Kutawagan; lake, Tp. 30, E. 20, W. 2 M., southern Saskatciiewan. Kuthai; lake, discharging into Silver Salmon river, Cassiar district, B.C. Kwadacha; river, tributary to Finlay R., Cassiai-, B.C. (Not Quadacha nor Quaneca.) Kwichpak. See Yukon. Kwinitsa; railway station, also river tributary to Skeena P., B.C. (Not QuinitSa.) Kwoiek; peak, west of Kanaka, Yale district, B.C. (Not Quoieek.) Kyak: bay, west coast Ungava bay, New Quebec. Kyaska; lake, on Churchill river, east of Reindeer river, central Saskatchewan. Eyeet. See Kaiete. Laberge ;• lake, in the southern portion of Yukon. (Not Labarge nor Lebarge.) Laberge; lake, Pontleroy township, Timiskaming county, Que. (Not Lizard.) LaBiche; lake and river, northeastern Alberta. (Not Red Deer.) Labrador; reef, south of Belanger point, Manitoulin island, Manitoulin district, Ont. Labrador; reef, north of cape Chidley, New Quebec. Labyrinth; lake, on interprovinclal boundary, Timiskaming, Ont. and Que. Lacaille; point and river, Montmagny county, Que. (Not la Caille.) LaChapelle; post office. Two Mountains county. Que. (Not Lachapelle.) La CoUe. See Cole. Lacroix; lake, southeast of L. LaBiche, central Alberta. 94 DEPARTMENT OF TEE INTERIOR 4 GEORGE v., A. 1914 Lacroix; lake, in the valley of Bulkley river, Cassiar district, B.C. (Not La Croix, Le Croix, nor Round.) LaCroix; lake. Int. boundary, Eainy R. dist., Ont. (Not Namoukan nor Nequaquon.) Ladder; hill and lake, southeast of Cowan lake, central Saskatchewan. Ladue ; river, tributary to White river, Yukon. Lady Beatrix; lake, northeast of Mattagami lake, Abitibi territory. Que. Ladybird; mountain, N. of Columbia R., Kootenay district, B.C. (Not Lady Bird.) Lady Franklin; island, east of Clements Land, N.W.T. (Not Kitigtung.) Ladysmith; harbour and town, southeast coast of Vancouver island, B.C. (Not Oyster harbour.) LaFrance ; creek, east side of Kootenay lake, Kootenay district, B.C. (Not Lafrance.) Laggan; railway station, Alta. Lagoon; head, south entrance to Hammond bay, S.E. coast of Vancouver island, B.C. Lahave; island and river, Lunenburg county, N.S. (Not La Have nor Le Havre.) Lake; creek, tributary to Stewart river, Yukon. Lake. See Chonat. Lake Fleet ; group of islands, E. of Admiralty group, St. Lawrence R., Leeds Co. Ont. Lakelse; lake and river, tributary to Skeena river, Coast district, B.C. (Not Lekelse.) Lake Meganiic. See Megantic. Lake of Islands. See Dufault lake. Lake of the Na^-rows. See Washi lake. Laketon; post on Dease lake, Cassiar district, B.C. Lakit; creek, E. of Kootenay R., N. of Steele, Kootenay dist., B.C. (Not Four-mile.) La Lime See Lanim. La Loche. See Methye. Lalonde; island, St. Lawrence river, Soulanges county, Que. (Not Chateauguay.) L' Amable ; brook and lake, Dungannon and Faraday townships, Hastings county, Ont. Lamb; creek, tributary to Moyie river, Kootenay district B.C. Lambert; shoal, northwest of Saugeen river, Bruce county, Ont. Lamek; bay, Shippigan island, Gloucester county, N.B. (Not Alemek, Lamec, L'amec, nor Lameque.) La Motte; lake, LaMotte and Malartic townships. Tiniiskaming county, Que. (Not Askikwaj nor Seals Home.) Lamy; lake, Sabourin township, Timiskaming county. Que. (Not Atikamek.) Landing; lake, north of Sipiwesk lake, Manitoba. Langara; island, off the northern extreme of Graham island, Queen Charlotte group; also point on the island, midway between Thrumb island and St. Margaret point, with lightstation thereon; name also applied to rocks off the north shore of the island; Coast district, B.C. (Not North island nor North point.) The island was named North by Capt. George Dixon in 1787; and Langara by Commander Jacinto of the Spanish corvette " Aranzazu ", 1792, after Admiral Don Juan de Langara of the Spanish navy and the point was called North by Vancouver, 1793. Walbran's " Coast Names of B.C." The name " North " objected to as not being sufficiently distinctive. L'Ange Gardien. See Canrobert. GEOGRAPHIC BOARD OF CANADA 95 SESSIONAL PAPER No. 25d Lan^ord; lake, west of Esquimalt, Vancouver island, B.C. Langlais. See Langlois. Langlois; point, at mouth of Grande riviere du Cliene, Lotbiniere county. Que. (Not Langlais.) Lanim; point, west of Dalhousie, Eestigouche county, N.B. (Not La Lime, nor La Nim, nor Le Nim.) La Nonne; lake, Tp. 67, Es. 2 and 3, W. 5tli M., Alta. L'Anse au Beaufils. See Anse-a-Beaufils. L'Anse-a-Valleau. See Anse-au-Vallon. Lansdowne. mount, west of laTje Marsh, Yukon. La Pause; lake. La Pause township, Timiskaming, Que. (Xot Kewagodoongojioon.) Lapeche; lake and river, tributary to Gatineau river, Pontiac, Que. Lapie; river, tributary to Pelly river, below Ross river, Yukon. Laplante ; post village, Gloucester county, N.B. (Not LaPlante.) Larch; river, tributary to Koksoak river, New Quebec. (Not Kenogamissee.) Lardeau; mining division, Kootenay district, B.C. (Not Lardo.) Lardeau; mountains, east of Upper Arrow lake, Kootenay district, B.C. Lardeau; river, tributary to Duncan river, Kootenay district, B.C. (Not Lardo.) Lardeau; town, on Upper Arrow lake, Kootenay district, B.C. (Not Lardo.) Larder; lake, south of Abitibi lake, Timiskaming, Ont. (Not Present nor President.) Lardo. See Lardeau. Lardo. See Purity. L'Ardoise; village, Eichmond county, N.S. (Not Ardoise.) Large. See Hamilton. Large Trout. See Hector. LaRiviere ; railway station and village, Lisgar electoral district, Man. (Not Lariviere.) Lark; islet, northeast of pointe aux Alouettes, entrance to Saguenay river, Saguenay county. Que. (Not He aux Morts.) Larh. See «Alouettes. LaRonge (lac) ; lake, south of Churchill river, central Saskatchewan. Larry; rock, south of Great Duck I., and west of Kitty shoal, Manitoulin district, Ont. Lartigue. See Lois. LaSalette; town, Norfolk county, Ont. (Not La Sallette nor Lasallette.) La Sarre ; river, flowing from Makamik lake to Abitibi lake, Timiskaming county^ Que. (Not Amikitik nor Whitefi.«ih.) Lash; island, E. of Dead I., entrance to Key harbour. Parry Sound district, Ont. Lasher; island, south of Shesheeb point, Thunder Bay district, Ont. Laskay; post village, York county, Ont. (Not Laskey.) Lashetti. See Lasqueti. Last-Chance; creek, branch of Hunker creek, Klondike river, Yukon. Lasqueli). See Lasqueti. Lasqueti; island, south of Texada island, strait of Georgia, New Westminster district,. B.C. (Not Lasquely nor Lasketti.) Latchford; town, on Montreal rivor, Timiskaming district, Ont. La Tete. See Walton. 96 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Laura; mount, near lower Stikine river, north of Iskut river, Cassiar district, B.C. Laurie; lake in Duck Mountain Forest reserve, western Manitoba. Laurie ; range of mountains, west of O'Donnel river, Cassiar district, B.C. Laurier; cove, in upper portion of Prince Rupert harbour. Coast district, B.C. Laurier; lake, Pettypiece township, Kenora district, Ont. Laurier; mount, east of lake Laberge, Yukon. Laurier; river, emptying into E. end Clinton-Colden L., N.E. of Slave L., N.W.T. Laussedat; mount, S. of Mt. Freshfield and N.E. of Donald, Kootenay district, B.C. Lavallee; lake, northwest of Crean lake, central Saskatchewan. (Not Pelican.) Lavigne; post office and railway station, Vaudreuil coimty. Que. (Not Graham P.O.) Lawrence; lake, north of DeLaronde lake, central Saskatchewan. (Not Caribou.) Lawrence ; lake, south of L. Winnipegosis, Man. Lazy; lake, east of Kootenay P., north of Steele, Kootenay district, B.C. (Not Eock.) Leading peak. See mount Finlayson. Leaf; bay, lake, and river, south coast of Ungava bay, Que. (Not Nepihjee river.) Leah; peak, northwest of Samson peak, Eocky mountains, western Alberta. Leak. See Thwartway. Leanchoil; railway station, Kootenay district, B.C. Leary; cove and point, entrance to Blind bay, Halifax county, N.S. (Not Leary's.) Leask; bay and point. South bay, Manitoulin district, Ont. Leather; river, tributary to Carrot river, Saskatchewan. (Not Hanging Hide.) Leharge. See Laberge. Leboeuf ; bay, Gabriola island, S.E. coast of Vancouver I., B.C. (Not Lebeuf.) Le Croix. See Lacroix. Leda; peak, near "Castor" and " Pollox," east of mount Swanzy, Selkirk mountains, Kootenay district, B.C. Lee; bank, north of Saugeen river, Bruce county, Ont. Lee; creek, tributary to St. Mary river, southern Alberta. (Not Lee's.) Leech; river, tributary to Sooke river, Vancouver island, B.C. * Leek. See Thwartway. Lefroy; mount, also glacier, in the Bow range of the Rockies, Alta. and B.C. Le Have. See Lehave. Le Heu; point, below Murray bay, Charlevoix county. Que. Lelu; island, northwest of Smith island, Chatham sound, Coast district, B.C. (Not Le-loo nor South Porpoise.) Lemoiiie; lake, Desroberts, Dubuisson and Laubanie townships, Timi?kaming county. Que. (Not Kakinokamak.) Le Nim. See Lanim. Lenore; lake, north of Humboldt, Saskatchewan. Leon; settlement, E. side of Upper Arrow L., Kootenay, B.C. (Not Leon Hot Springs.) Leonard; island, St. Lawrence river, Soulanges county. Que. (Not Grand Batture.) Leonard; mount, west of Surprise lake, Cassiar district, B.C. Leopold; point, Markham bay, Hudson strait, N.W.T. Leotta; creek, tributary to TGondike river, Yukon. Le Pas. See Pas. GEOGRAHBW BOARD OF CANADA 97 SESSIONAL PAPER No. 25d Lepreau; basin, harbour, parish, point, river, and village, Charlotte county, N.B. (Not Lepreaux nor Belas basin.) Leroux. See HiU. Lesser Slave; lake and river, central Alberta. (Not Slave.) Lester; lake, Haycock township, Kenora district, Ont. L'Etang; harbour, river, and village, Charlotte county, N.B. (Not Etang nor Letang.) L'Eiete. See Letite. Letite; passage and village, Charlotte county, N.B. (Not L'Etete nor Letete.) Leve; lake, Eadcliffe township, Renfrew county, Ont. Lewes; lake, near the " big bend " of Watson river, and river tributary to Yukon river, Yukon, (Not Lewis.) Lewes; mount, north of lake Laberge, Yukon. (Not River mountain.) Lewis; creek, east of Kootenay river, north of Steele, Kootenay district, B.C. Lewis; island, between Kennedy and Porcher islands, Coast district, B.C. Lewis; lake, northeast of Tawatinaw lake, Kenora district, Ont. Lewis; lake, Ross river, Yukon. Lewis. See Crease. Lewis. See Lewes. Lewis. See Louis. Liard; river, tributary to Mackenzie R., B.C., N.W.T. and Yukon. (Not Mountain.) Lichfield; shoal, W. entrance to Halifax harbour, Halifax Co., N.S. (Not Litchfield.) Lievres (ile aux) ; island, St. Lawrence river, Temiscouata county, Que. English usage: Hare island, which see. Lighthouse. See Snake. Lilian; lake and river, tributary to the A.-^siniboine, from the north, eastern Saskatch- ewan. (Not Etoimami South.) Lillooet ; district, river, and town, B.C. Lily; bay, upper Ottawa river, west of Grand L. Victoria, Timiskaming county, Que. Lily; bay, also Lily Bay P.O., east shore of L. Manitoba, Man. Lily; glacier, and pass, north of mount Swanzy, Selkirk Mts., Kootenay district, B.C. Lily; lakes, on international boundary. Thunder Bay district, Ont. Lima; point, S. extreme of Dighy L, W. entrance to Prince Rupert harbour, B.C. Limehank; post office, Carleton county, Ont. (Not Lime Bank.) Limestone; lake. Mayo township, Hastings county, Ont. Limestone; point, Nipisiguit bay, Gloucester county, N.B. (Not Young's.) Limestone. See Dolomite. Lina; range of mountains, east of Atlin lake, Cassiar district, B.C. Linda; lake, northeast of mount Odaray, Rocky mountains, Kootenay district, B.C. Lindal; lake, Pettypiece township, Kenora district, Ont. (Not Lindel.) Lindeman; lake, S. of Bennett L., Cassiar, B.C. (Not Linderman nor Lyndeman.) Lindof. See Lynedoch. Lindsay; island. Admiralty group, St. Lawrence river, Leeds county, Ont. (Not Cut.) Line; lake, southwest of Eagle lake, Kenora district, Ont. Lineham ; creek, tributary to Sheep river, southern Alberta. Link; island, near Dodd narrows, east coast of Vancouver island, B.C. 25(f— 7 98 - DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Link; lake, Strathy township, Nipissiiig district, Ont. Linkiater; creek, tributary to Kootenay river, near intenational boundary, Koot^nay district, B.C. (Not Linkwater nor Meadow.) Linkiater; lake, east of Willard lake, Kenora district, Ont. Linlcwater. See Linkiater. Lionhead; harbour, headland, and village, Eastnor township, Bruce county, Ont. (Xot Lion Head nor Lion's Head.) Liscomb; harbour and post village, Guysborough county, N.S. (Not Liscombe.) Liskeard; town, Timiskaming district, Ont. (Not New Liskeard.) Ulsle. See Delisle. Listowel; town, Perth county, Ont. (Not Listowell.) Litchfield. See Lichfield. Little; mount, W. of Mt. Fay, Bow range of the Rockies, Alta. and Kootenay, B.C. Little ; rock, southwest of Phcebe point, Fitz^villiam island, !Manitoulin district, Ont. Little. See Eough. Little Atlin; lake, betweeen Atlin lake and lake Marsh, Yukon. Little BlacTi. See Belanger. Little Black. See Burton. Little Blanche; creek, branch of Quartz creek, Indian river, Yukon. Little Bois Dur. See Batteiy. Little Boshkung; lake, Minden township, Haliburton county, Ont. Little Bow; river, tributary to Belly river, Alta.. (Not Small.) Little Bras d'Or; the narrow channel, east of Boularderie island, leading into St. Andrew channel, from the Atlantic, Cape Breton county, N.S. The name ' Little Bras d'Or lake' to be dropped. Little Brazcau. See Nordegg. Little Candle. See Torch. Little Cedar. See Pakhoan. Little Charlton. See Trodely. Little Coclchurn. See Kitchener. Little Cutarm. See Kaposvar. Little Don; river, tributary to Don river, York county, Ont. (Not Don.) Little Fishing. See Peck. Little Flatland. See Campbell. Little ForTc. See Gunamitz. Little Fork of the Saskatchewan. See Mistaya. Little-gem; creek, branch of Hunker creek, Yukon. Little Grant. See Pearson. Little Green. See Steevens. Little Island (lake). See Ministikwan. Little Jackfish. See Foreleg. Littlejohn; island, Admiralty group, St. Lawrence river, Leeds county, Ont. Little Knife ; portage, between Knife and Cypress lakes, Eainy R. district, Ont. Little Lorraine. See Little Lorembec. Little Lorembec; post settlement, midway between Lorembec and Cjipe Breton, Cape GEOGRAPHIC BOARD OF CANADA 99 SESSIONAL PAPER No. 25d Breton county, N.S. (Not Little Loran nor Little Lorraine.) Little Lorraine. See Little Lorembec. Little Madawaska; river, E. side of Algonquin National park, Nipissing district, Ont. Little Magog. See Magog. Little Mecattina. See Mekattina. Little or South Miminigash. See Eo?eville. Little Mistassini. See Albanel. Little Miisquodoboit; village, Halifax county, N.S. (Not Little Kiver Musquodoboit.) Little Natashquan. See Natashkwan. Little Nation. See South Nation. Little Nipisiguit. See Millstream. Little Notfaway. See Broadback. Little Opeongo. See Aylen. Little Pelican. See Suggi. Little Quill. See Quill. Little Bed. See Spruce Little River Musquodohoit. See Little Musquodoboit. Little Roger. See Gaboury. Little Sachigo. See Oponask. Little Salmon; river, tributary to Lewes river, Yukon. Little Sandy. See Athol. Little SasJcatchewaen. See Dauphin. ' / Little Saslcatchewan. See Minnedosa. Little Shallow. See Pakwash. Little Shuswap; lake, west of Shuswap lake, Yale district, B.C. Little Slocan; river, tributary to Slocan river, Kootenay district, B.C. , Little Slave. See Prince Regent. Little Smoky; river, tributary to Smoky river, Alta. Little Tahltan; river, tributary to Tahltan river, Cassiar district, B.C. Little Tohique. See Sisson. Little Tohique. See Tobique. Little Vermilion; lake, between Loon and Sand Point lakes, international boundary. Eainy River district, Ont. (Not Vermilion.) Little Vermilion . See Altrude. Little Wahigoon. See Dinorwic. Little MVeslemcoon. See Effingham. Livingstone; range of mountains and river, southern Alberta. Lizard. See Laberge. Llewellyn; glacier, south of Atlin lake, Cassiar district, B.C. Loadstone. See Lodestone. Lobster; lake. Airy township, Nipissing district, Ont. Lohster. See Crayfish. Lobstick; bay, in the lake of the Woods, Kenora district, Ont. (Not Lob-stick.) Lobstick; river, tributary to Pembina river, central Alberta. (Not Lob-stick.) Lohstick. See Chip. 25d—7i 100 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 r.ohsticJc. See Kisseynew. Lock; bay, Gabriola island, southeast coast of Vancouver island, B.C. Locke ; island, Lockeport harbour, Shelburne county, N.S. (Not Kagged nor Rugged.) Lockeport; harbour, also town on Locke island, Shelburne county, N.S. (Not Ragged or Rugged Island harbour.) Lockhart; river, emptying into E. end of Great Slave L., N.W.T. (Not Lockhart's.) Lodestone; lake and mountain, south of Tulameen river, Yale district, B.C. (Not Loadstone mountain nor Paradise lake.) Lodge; creek, southern Alberta and Saskatchewan. (Not Medicine Lodge.) Logan; island, in northerly portion of lake Nipigon, Thunder Bay district, Ont. Logan; mount, east of Frances lake, Yukon. Logic; rock, west of McNab point, Bruce county, Ont. Lois; lake and river, emptying into Makamik lake, Timiskaming county. Que. (Not Lartigue, Matamik, nor Molesworth.) Loks Land; at entrance to Frobisher bay, N.W.T. (Not Lok's Land.) Lombard; creek, tributary to Indian river, Yukon. Lomond; river, emptying into L. Superior, Thunder Bay district, Ont. (Not Carp.) London Junction. See Pottersburg. Xonely. bay, east of Dominion point, Manitoulin island, Manitoulin district, Ont. Lonely; river, flowing into bay of same name, Opasatika lake, Timiskaming, Que. (Not Bagwah.) Lonely. See Isolated. Lonely. See Seul. Lonely Valley. See Ten Peaks. Lone Man's. See Oneman. Lone Tree. See Ann. Long; creek, the west branch of Souris river, southeastern Saskatchewan. Long; point, extending into the central portion of lake Evans, Abitibi territory. Que. Long; point, in southern part of Tyendinaga township. Hastings county, Ont. Long; portage, between Rose and Watap lakes. International boundary. Thunder Bay district, Ont. (Not Great New.) Long. See Farrell. Long. See Kawashegamuk. Long. See Lowes. Long. See IMethy. Long. See Mountain. Long. See Ord. Long. See St. Andrew. Long. See Trident. Long. See Tyee. Long. See Vaudray. Long. See Wolfe. Long. See Woods. Long-legged; lake and river, emptying into Wilcox lake on English river, Keewatin. Long Point; bay and lightstation, L. Erie, Norfolk county, Ont. (Not North Fore- land nor Outer Bay of Long Point.) GEOGRAPHIC BOARD VF CA'NADA 101 SESSIONAL PAPER No. 25d Long Sault; rapids, below Manitou rapids, Eainy river. Rainy River district, Ont. Longspell; point, near Kingsport, Kings county, N.S. (Not Indian.) Longue-Pointe ; village, Hochelaga county. Que. (Not Long Point.) Lookout; mountain, in the Selkirks, Kootenay district, B.C. Lookout; river, emptying into Smoothrock lake, Thunder Bay district, Ont. Loon ; lake, between LaCroix and Little Vemiilion lakes, international boundary. Rainy River district, Ont. Loon. See Makwa. Loon. See Mang. Loonhead; lake, on Burntwood river, Manitoba. (Not Loon-head) Loop ; brook, tributary to Illecillewaet river, near " The Loop," Kootenay district, B.C. Lordmills ; post office, Grenville county, Ont. (Not Lord Mills.) Loremhec; head and post settlement, about 2 miles east of Louisburg, Cape Bretou county, N.S. (Not Big Loran nor Big Lorraine.) The original form of this name was Laurentbec (See page 175 of " Cape Breton and its Memorials." by Sir John Bourinot) which survives in the neighbouring "Lawrence head"; this successively became "Laurentbec"; "Loremhec"; and "Lorembee", evidently a typographical error; "Loran", probably a corruption of Laurent; and lastly "Lorraine", evidently adopted from the name of the Rhenish province under a misconception. Lorenzo. See Pelletier. Loretta; island, north of Hawkesbury island. Coast district, B.C. Lorette; parish, railway station, and village, S.E. of Winnipeg, Man. (Not Loretto.) L'Orignal; town, Prescott county, Ont. (Not L'Original.) Lome ; lake, Rugby township, Kenora district, Ont. Lome; lake, Pembina river, southern Manitoba. Lome ; mount, west of lake Marsh, Yukon. Lomeville ; village, on west side of entrance to St. John harbour, St. John county, X.B. (Not Pisarinco.) Lorrain; lake, east of Cassels township, Timiskaming district, Ont. (Not Bear.) Loscombe; reef, north of Macpherson point, Bruce county, Ont. Lost; lake, northwest of Minnitaki lake, Kenora district. Out. Loucks; lake, Burleigh township, Peterborough county. Out. (Not Louck's.) Louglieed ; bay, point and reef, east of Dominion point, Manitoulin island, Ont. Louis; moui;t, northwest of Banff, Alta. Louis; point, south end of Coste island, Kitimat arm, Coast district, B.C. Louis; port, Graham island, Coast district, B.C. (Not Ingraham nor Lewis.) Louisa; lake, Lawrence township, Haliburton county, Ont. Louise ; lake, west of Laggan station, Alta. (Not Emerald.) Louise; lake, Pembina river, also railway station, southern Manitoba. Lount; lake, English river, Kenora district, Ont. Loup (banc du) ; bank, below Pilgrim Is., St. Lawrence R., Temiscouata Co., Que. Loup (pointe du) ; (riviere du) ; point, also river tributary to the St. Lawrence, Temiscouata county. Que. Loutre ; Harbour de, harbour, W. side of Campobello I., N.B. (Not Harbour de Lute.) 102 DEPARTMENT OF THE IS TE EI OR 4 GEORGE v., A. 1914 Loutres. See Glaises. Low; lake, southeast of Silver lake, Kenora district, Ont. Low; point, and Low Point post office, east side of George bay, Inverness county, N.S. Low. See Clark. Low. See Flat Lower Arrow; lake, an expansion ot Columbia river, Kootenay district, B.C. Lower Bow. See Hector. Lower Cleanuater. See Washagomish. Lower Savage; islands, Gabriel strait, N.W.T. Lower ^Yhite Fish. See Gregg. Lowes; lake, southwest of Yorkton, Sask. (Not Long, Pebble, nor Silver.) Lubbock-, Day, west of Markham bay, Hudson strait, N.W.T. Lubbock; river, flowing into Atlin lake from Little Atlin lake, Yukon. Lucas; channel, island, and reef, at entrance to Georgian bay, Manitoulin district, Ont Lucky; creek, branch of Allgold creek, Klondike river, Yukon. Luke; creek, tributary to St. Mary river, Kootenay district, B.C. LuTce Fox. See Fox. Lumley. See Frobisher. Lusk; creek, tributary to Kananaskis river, Alta. Lussier; river, tributary to Kootenay river, Kootenay district, B.C. Lutz. post settlement, Westmorland county, N.B. (Not Lutes nor Liites Mountain.) Lyal; island and reef, southeast of Green ough point, Bruce county, Ont. Lychnis; mountain, south of Mt. Douglas, Rocky mountains, Alberta. Lyell; mount, also creek and snowfleld, summit range of the Rockies, Alta. and Kootenay district, B.C. Lynch; island, in the Ste. Genevieve group, east of Ste. Anne-de-Bellevue, Jacques Cartier county, Que. (Not Dowker's nor Lynch's.) Lyndeman. See Lindeman. Lynedoch; island, west of Hill island, St. Lawrence river, Leeds county, Ont. (Not Ash, Lindoe, nor Lyndoch.) Lynn; point, Manitoulin L, N.W. of Greene I., Manitoulin dist., Ont. (Not Black.) Lynx. See Selby. Lyster; lake, Barnston township, Stanstead county. Quo. (Not Baldwin's pond nor Barnston pond.) Mabee; village, Norfolk county, Ont. (Not Maybee.) Mabel; lake and mountain, Yale district, B.C. Macabee; creek, tributary to Sheep river, also mountain, southern Alberta. McAdam; Ry. sta. and village, York Co., N.B. (Not Macadam nor McAdam Junction.) McAlpine ; P.O. and Ry. station, Prescott Co., Ont. (Not McAlpine's nor !NrcAlpin.) Macan. See Maccan. McArthur; creek, lake, and pass, west of Columbia river; also mountain, at head of upper Yoho valley, Rocky mountains, Kootenay district, B.C. Macaulay; lake, Airy township, Nipissing district, Ont. GEOGRAPHIC BOARD OF CA^'ADA 103 SESSIONAL PAPER No. 25d Macaulay; spit, off the southeastern end of Inner Duck ish^nd, Manitoulin district, Ont. (Not McCauley's.) McBean; mount, west of Mt. Purity, Selkirk mountains, Kootenay district, B.C. McCallum; island, southeast of Beament island, Bruce county, Ont. (Not Snake.) McCallum ; mountains, east of Atlin lake, Cassiar district, B.C. Maccan; railway station, river, and village, Cumberland county, N.S. (Not Macan.) McCarthy; point, southeast side of Fitzwilliam island, Manitoulin district, Ont. M'Clintock; peak and river, between lake Marsh and Teslin river, Yukon. (Not :\rcClintock.) McConnell; peak and river, Nisutlin river, Yukon. Macoostigan. See Makustigan. McCormick; creek and landing, near foot of Lower Arrow lake, Kootenay district, B.C. (Not McCormack.) McCoy; head, east of Thompson cove, St. John county, N.B. (Not McCoy's.) McCoy; island, Brock group, St. Lawrence K., Leeds Co., Ont. (Not Montgomery.) McCreary; island, N. of Turnagain point, L. "Winnipeg, Man. (Not Outer Sturgeon.) McDame; creek, tributary to Dease river, Cassiar district, B.C. McDonald; bay and point, west of BroclryiUe, Leeds county, Ont. (Not Donald, Mac- donald, nor McDonald's.) McDonald; creek, flowing into Upper Arrow lake, Kootenay district, B.C. McDonald; island. Admiralty group, St. Lawrence K., Leeds county, Ont. (Not Hog.) McDonald; lake, east of Atlin lake, Cassiar district, B.C. McDonald; lake, Haycock township, Kenora district, Ont. McDonald; mount, west of Esquimalt, Vancouver island, B.C. Macdonald ; island, N.W. of the islands of God's Mercie, Hudson strait. (Not Egypt.) Macdonald; lake, Havelock township, Haliburton county, Ont. (Not Macdonald's.) Macdonald; mount, in the Selkirks, Kootenay district, B.C. (Not Carroll.) Macdonald; range of mountains, east of Wigwam river, Kootenay district, B.C. McDonald's. See Prince Eegent. McDougal; brook, trib. to Incomappleux E., Kootenay dist., B.C. (Not McDougall.) McDougall; mount, east of Kananaskis river. Rocky Mountains park, Alta. Macdougall; settlement, Kent county, N.B. (Not Macdougal nor Macdougall's.) MacdougaU's. See Marion. Mace; bay, Charlotte county, N.B. (Not Mace's.) McElhinney; shoal, N. of Flowerpot I., Georgian bay, Ont. (Not ]\rcElhinney's.) McEwen ; lake, east of Kawaweogama lake. Thunder Bay district, Ont. McFadden; lake, McClintock township, Haliburton county, Ont. (Not ]\rcFadden's.) McFarlane; river, emptying into the S. side of Athabaska lake, Sask. (Not Beaver.) McGaw; point, entrance to S. Baymouth, Manitoulin island, ]\ranitoulin district, Ont. McGillivray ; creek, flowing southeasterly into Anderson lake, also mountain and pass at the head of the creek, Lillooet district, B.C. (Not McGillvray.) McGillivray; post office, Middlesex county, Ont. (Not West McGillivray.) McGillvary. See McGillivray. McGrath; moimt, near lower Stikine E., north of Iskut R., Cas-siar district, B.C. MacGregor; point, west of Port Elgin, Bruce county, Ont. 104 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 McGregor; settlement, east shore of Kootenay lake, south of Lockhart creek, Kootenay district, B.C. (Not McGregor's.) Macha. See Hatchau. Machawaian; lake, southwest of Attawapiskat lake, Patricia district, Ont. McHugh; brook, flowing into Dinorwic L., Kenora dist., Ont. (Not McHugh's creek.) Mclnnes; post office, Middlesex county, Ont. (Not Mclnness.) Mclnness. See Mclnnes. Mcintosh; mount, east of Atlin lake, Cassiar district, B.C. Mcintosh; post village, Leeds county, Ont. (Not Macintosh Mills.) Mclntyre; bay, south shore of L. Suel, Kenora district, Ont. Mclntyre; bay, south shore of lake Nipigon, Thunder Bay district, Ont. Mackay; lake, Gloucester township, Carleton county, Ont. (Not Hemlock.) Mackey; point, Sheen township, Pontiac county, Que. (Not Mackay.) McKay; H. B. Co. post, also settlement on Athabaska R., Alta. (Not Fort McKay.) McKay; lake, south of Nanaimo river, Vancouver island, B.C. McKay; mount, S.W. of Fort William, Thunder Bay district, Ont. (Not McKay's.) McKay; reach, between Princess Royal and Gribbell islands. Coast district, B.C. McKay; rock, S.W. from Pulpwood point, Cockburn I., Manitoulin district, Ont. McKay; river, flowing northeasterly into Athabaska R. at McKay, Alta. (Not Red.) McKee; creek, north of O'Donnel river, Cassiar district, B.C. McKellar; channel (middle) of Kaministikwia river. Thunder Bay district, Ont. (Not McKellar river.) McKellar; island, south of Pie island. Thunder Bay district, Ont. McKellar; point, southwest of Victoria island. Thunder Bay district, Ont. McKenzie; creek flowing into Grand river. Brant and Haldimand counties, Ont. (Not Mackenzie.) McKenzie; lake, Nightingale township, Haliburton county, Ont. (Not McKenzie's.) Mackenzie ; lake, S. of N. T. Ry., N.W. of L. Nipigon, Thunder Bay district, Ont. Mackenzie; mount, southeast of Revelstoke, Kootenay district, B.C. (Not McKenzie.) McKim ; hay, west shore South bay, IManitoulin island, Ont. (Not McKimm.) McLaren. See McLaurin. McLaughlin. See McLoughlin. McLaurin; bay, east of East Templeton, Ottawa county. Que. (Not MacLaren.) McLaurin; lake, northwest of lake Nipigon, Thunder Bay district, Ont. McLay; mount, east of Surprise lake, Cassiar district, B.C. McLean; canyon, below the Grand falls of Hamilton river, Ashuanipi and New Quebec. (Not Bowdoin.) Named after John IkFcLean, an officer of the H. B. C<>. who discovered the falls and canyon in 1829. McLean; mountain, north of mouth of Cayoosh creek, Lillooet district, B.C. McLean; rock in Fitzwilliam channel, ^fanitoulin district, Ont. McLean. See McLelan. McLelan; str:iit, northeast shore Ungava bay. New Quebec. (Not ^fcLean.) McLennan; lake. Haycock township, Kenora district, Ont. Macleod; lake, Tp 51. R. 16, W. 3 M., Saskatchewan. Macleod; town and railway station, southern Alberta. (Not Fort Macleod.) GEOGRAPHIC BOARD OF CANADA 105 SESSIONAL PAPER No. 25d McLeod; mount, west of Dease lake, Cassiar district, B.C. McLeod; river, tributary to Atliabaska river, central Alberta. McLougMiii ; bay. Lama passage, Coast district; also point in Victoria harbour; B.C. (Not M'Laugblin, Maclaughlin, nor McLaughlin.) McMahon ; island, off the southeast side of Grenadier island, St. Lawrence river, Leeds county, Ont. (Not Shantee nor Shanty.) McMaster; lake, Jones township, Renfrew county, Ont. (Not McMaster's.) McMaster; mount, east of O'Donnel river, Cassiar district, B.C. Macmillan ; range of mountains, and river tributary to Felly river, Yukon. MacMillan; railway station, Kenora district, Ont. McMullen. See Carnarvon. McMurray; H. B. Co. post, also settlement on Athabaska river, northeastern Alberta. (Not Fort McMurray.) McNab; point, south of Chantry island, Bruce county, Ont. McNair; island, St. Lawrence river, below Brockville, Leeds county, Ont. McNeil; mount, betweeen Watson and Wheaton rivers, southern Yukon. McNevin; lake, Murchison township, Nipissing district, Ont. (Not McNevin's.) McNicoll; mount, southeast of Sixmile Creek station, Kootenay district, B.C. McNutt; island, Shelburne harbour, Shelburne county, N.S. (Not McNutt's.) Macoming. See Chiblow. Macoosticjan. See Makustigan. McPhee; bay, northern shore of lake Simcoe, Simcoe county, Ont. McPh arson; lake, north of Frances lake, Yukon. Macpherson ; mount, southwest of Eevelstoke, Kootenay district, B.C. Macpherson; point, northeast of Douglas point, Bruce Co., Ont. (Not McPherson.) Macoun; mount, nortliwest of mount Fox, Selkirk mountains, Kootenay district, B.C. Macquereau. See Maquereau. McQuesten ; river, tributary to Stewart river. Yukon. (Not McQuestion.') McRae; point, south of Douglas point, Bruce county, Ont. McReynolds; post office, Grenville county, Ont. (Not McReynold's Corners.) McReynold's Corners. See McReynolds. Mad; reef, between Greenough point and Lyal island, Bruce county, Ont. Madawaska; post office, Nipissing district, Ont. Madawaska; river, tributary to Ottawa river, Renfrew county, Ont. Madendanada. See Tendinenda. Madge; lake, in Tps. 30 and 31, R. 30, W. P. M., Sask. (Not Clear Water.) ■Maduxnakeag. See Meduxnekeag. Maganasibi; river, tributary to Ottawa river, Timiskaniiug county, Que. (Not Mag- aiKH-ijii nor Maganasipi.) Maganatawan; post office and river. Parry Sound district, Ont. (Not Magnetawan nor Maganetawan.) Maggfie; lake, Finlayson township, Nipissing district, Ont. (Not !NLiggie's.) Magnet; channel, island, and point, S.E. entrance Black B., Thunder Bay dist., Ont. Magnetawan. See Maganatawan. Magnetic; island and reef, southeastern side of Cockburn L, Manitoulin district, Ont. 106 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Magnetic; lake, W. of Gunflint L., international boundary, Thunder Bay district, Ont. Magog; lake and river, tributary to St. Francis river, Sherbrooke and Stanstead coun- ties, Que. (Not Little Magog lake.) Magog; lake, in Mack township, Algoma district, Ont. Maguacha. See Maguasha. Maguasha; point and post office, Nouvelle township, Bonaventure county. Que. (Not Goacha, Maguaacha, Migaocha, nor Miguasha.) Maguire; mount, east of Sooke inlet, Vancouver island, B.C. (Not McGuire.) Magusi; river, flowing northeasterly into Agotawekami lake, Timiskaming, Out and Que. (Not Asipimocasi nor Isabemagussi.) Mahmee. See Mami. Mahogany. See Manawagonish. Maiden, island, south shore Hudson strait, New Quebec. (Not ]Maiden Paps.) Maiden; island, east of Michael point, Manitoulin island, Manitoulin district, Ont. Maikasksagi; river, north of Wasw^anipi river, Abitibi territory, Que. Mailloux; river, flowing into the St. Lawrence, at Murray Bay, Charlevoix Co., Q. Main; channel, between Cove island and " Bad Neighbour " rock, entrance to Georgian bay, Bruce county, Ont. Mainadieu; bay, lightstation, passage, and village. Cape Breton county, N.S. (Not Main a Dieu, Main-a-dieu nor Menadou.) Maitland; island, Douglas channel, north of Hawkesbury island. Coast district, B.C. Maitland; river, emptying into lake Huron at Goderich, Huron county, Ont. Maitland. See Port Maitland. Makamik; lake, Eoyal Eonissillon township, Timiskaming. Que. (Not Mekamic.) Makokibatan; lake, Albany river, Patricia and Thunder Bay districts, Ont. Makustigan; lake, S. of "Wotetnngami L., Pontiac county. Que. (Not Macoostigan.) Makwa; lake and river, trib. to Beaver R., from the southwest, Sask. (Not Loon.) Malahat; ridge, west of Saanich inlet, Vancouver island, B.C. (Not Beddingfield.) Malaspina's. See Galiano. Malbaie (riviei-e) ; river, tributary to the St. Lawrence, Charlevoix county. Que. (Not Malbay.) English usage: Murray river, which sec. Malbaie; See also Murray Bay. Malcolm; reef, between Boyer reef and Port Elgin, Bruce county, Ont. Malcolm; river, flowing nortlirasterly into Arctic ocean, intornatiimnl biiundary. Alaska and Yukon. Male (lac dn) ; lake, at headwaters of St. Maurice river, Champlain county, Que. Maligne ; lake and river, emptying into the Athabaska at ' Henry House,' also mountain east of the lake, Eocky mountains, western Alberta. Mallon ; lake, in Eattray township, Timiskaming district, Ont. Maloney; mount, northwest of Aishihik lake, Yukon. Malpeque ; bay. Prince county, P. E. L (Not Eichmond.) Mamakwash; lake, at headwaters of Berens E., Patricia district, Ont. (Not Fairy.) Mameigwess; lake, north of Attawapiskat lake, Patricia district, Ont. Mami; creek, tributary to Belly river, southern Alberta. (Not Buffalo, Fish, nor Mahmee.) GEOGRAPHIC BOARD OF C AX AD A 107 SESSIONAL PAPER No. 25d Mamozekel; river, tributary to Tobique river, Northumberland and .Victoria coun- ties, N.B. (Not Mamoxekel nor !Momozekel.) Manasan; river, tributary to Burntwood river, Manitoba. (Not Munosabn.) Manawagonish ; island, in St. John harbour, St. John county, N.B. (Not Mahogany, Manawoganish, nor Meogenes.^ Manawan; lake, on Churchill river, below Eeindeer river, central Saskatchewan. Mance; lake, La Sarre tov>'nship, Timiskaming county, Que. (Not Mud.) Mandamin ; post village and railway station, Lambton Co., Ont. (Not Mandaumin.) Mang; lake, west of Kawawia lake, Kenora district, Ont. (Not Loon.) Manganese; mountain, east of Ice river, Eocky mountains, Kootenay district, B.C. Manicouagan. See Manikuagan. Manicuagan. See Manikuagan. Manigotagan; lake and river, east of lake Winnipeg, Man. (Not Bad Throat river, Muskrat lake, nor Rat Portage lake.) Manikuagan; point and river, Saguenay Co., Q. (Not Manicouagan nor Manicuagan.) Manito; lake, south of Battle river, Saskatchewan. Manitoba; large lake of Manitoba. Manitoba; ledge, off W. side of Yeo I., entrance to Georgian bay, ]\ranitou]in dis.. Ont. Manitoba; reef, north of Great Duck island, Manitoulin district, Ont. Manitou; creek, flowing into Michael bay, Manitoulin island, Manitoulin district, Ont. Manitou; lake, northwest of lake Nipigon, Thunder Bay district, Ont. Manitou; rapid, Eainy river, international boundary. Rainy River district, Ont. Manitou. See Silver. Manitoulin; island, Manitoulin district, Ont. (Not Grand Manitoulin.) Manitoulin gulf. See South bay. Manitounuk; .^ound, north of Great Whale river. New Quebec. (Not Manitounuck.) Manitowaning ; bay and village, Manitoulin district, Ont. (Not Manitouaning.) Manitumeig ; lake, west of Anzhekununing lake, Kenora district. Out. Manitush; lake, southwest of Attawapiskat lake, Patricia district, Ont. Mann; island, in upper part of lake Timiskaming, Que. Mann; island, east of Bigsby island, at entrance to Key harbour, Georgian bay, Parry Sound district, Ont. Manomin; lake, west of Winnange lake, Kenora district, Ont. (Not Unamini.ikan.) Manquart. See Monquart. Mansel; i.sland, Hudson bay. N.W.T. (Not Mansfield.) Mansfield; creek, tributary to Tatshenshini river, Cassiar district, B.C. (Not Bear.) Mansfield. See Mansel. Mantagao; river, flowing northerly into Sturgeon bay, L. Winnipeg, IMan. Manuan; lake, and river tributary to the upper St. Maurice, Champlain county. Que. (Not Manouan.) Manuminan. See Paint. Many Island; lake, east of Medicine Ilat, Alta. and Sask. Maple; bay and mountain, W. Sansum narrows, Stuart channel, Vancouver I., B.C. Maple; creek flowing into Bigstick lake, also Maple Creek town, southwestern Sask. Maple; island, St. Lawrence R, SouJanges county. Que. (Not D'Alogniy nor Thorn.) 108 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Maple; point, at the northeast end of Gil island, Coast district, B.C. Maple. See Goosehunting. Maplegrove ; post office, Middlesex county, Ont. (Not Maple Grove.) Maquereau; point, Gaspe county, Que. (Not Macquereau.) Mara; lake, east of Salmon arm of Shuswap lake, Yale district, B.C. (Not Mara arm of Shuswap lake.) Marble; canyon, a very narrow deep pass through the range of mountains between Bonaparte and Fraser rivers, Lillooet district, B.C. Marble Dome; mountain, S. of Gladys lake, Cassiar dist., B.C. (Not Brown Dome.) Margaree; town, Inverness county, N.S. (Not Margaree Harbour.) Margaret ; lake, northeast of Turquoise lake, Alta. Margaret; lake, at headwaters of Wenasaga K., Patricia, Ont. (Not Kakinookama.) Marguerite; bay, point, and river, north shore of lower St. Lawrence, Saguenay county. Que. (Not Ste. Marguerite.) To avoid duplication, see Ste. Marguerite river, Chicoutimi county. Maria; lake, northwest of Tuya lake, Cassiar district, B.C. Maria; lake, Purdom township, Thunder Bay district, Ont. Marieville; railway station and village, Rouville county, Que. Marieville creeh. Se Huron river. Marina; island, S.W. of Cortes I., Sutil channel. Coast district, B.C. (Not IMary.) Marion; lake, west of Glacier station, Kootenay district, B.C. Marion; point, near Dorval, Jacques Cartier county. Que. (Not Macdougall's.) Marion. See Allan. Marjorie; island, westward of Sandys point, St. Peters inlet, Richmond county, N.S. (Not Gooseberry.) Mark; creek, tributary to St. Mary river, Kootenay district, B.C. Mark; lake, northeast of Silver lake, Kenora district, Ont. Markliam; bay, northeast shore of Hudson strait, N.W.T. Marksville. See Hilton. Marmen; rock, east of Brandypot channel, St. Lawrence R., Temiscouata Co., Que. Marmot; mountain, north of Observation peak, Rocky mountains, Alta. Marpole; mount, also lakes, at headwaters of Yoho river, Kootenay district, B.C. Marsh; lake, in the southern portion of Yukon, near Bennett and Tagish lakes. Marshall Cove. See Port Lome. Marshall; lake, northeast of lake Nipigon, Thunder Bay district, Ont. Mars Hill; post settlement, Carleton county, N.B. (Not Mar's Hill.) Martel; post office, Russell county, Ont. (Not Martel Comers.) Martel Corners. See Martel. Marten; river, tributary to Riijjert river, Mistnssini territory, Que. Marten Drinking; river, emptying into Attawapiskat lake, Patricia, Ont. Martimoki; lake, Saguenay county, Que. (Not Martimokinipau.) Martin, lake, northeast of Lost lake, Kenora district, Ont. Martin; lake, southeast of Humboldt bay, L. Nipigon, Thunder Bay distrirt. Out. Martin; mountain, east of Lesser Slave lake, Alta. Martin. See Martre. GEOGRArniC BOARD OF CANADA 109 SESSIONAL PAPER No. 25d Martineau; bay, Lorrain township, Timiskaming district, Ont. Martineau; river, flowing southwesterly into Cold lake, central Alberta. Martini; island, west of Moore point, southern coast of Digby I., Coast district, B.C. Martins; valley, east of Chancellor peak, Eocky mountains, Kootenay district, B.C. Martre (riviere a la) ; river, Christie township, Gaspe county. Que. (Not Martin river nor Eiviere a la Marte.) Mary; creek, tributary to Teslin river, near M'Clintock peak, Yukon. Mary; point, Boxer reach, Coast district, B.C. Mary; shoal, south of Great Duck island, Manitoulin district, Ont. Mary. See Marina. Mary Vaux; mount, south of southeast end of Maligne lake, Eocky mountains, western Alberta. Mascabin; point, N. entrance Passamaquoddy B., Charlotte Co., N.B. (Not Mascarin.) Mascareen; peninsula and village, Charlotte, N.B. (Not Masearene nor Mascarren.) Mascarin. See Mascabin. Mashamengoose. See Mitchinaniekus. Masinabik; lake, S.E. of L. Nipigon, Thunder Bay dist., Ont. (Not Masinabikaigan.) Maskwa; hill, on Battle river, west of Cutknife creek, central Saskatchewan. Maskwa; river, tributary to Winnipeg river, Man. (Not Bear.) Maspech. See Mispeck. Massasauga ; point, west of Horse point, Ameliasburg Tp., Prince Edward Co., Ont. Masstown; lightstation, fishing and post settlement, Cobequid bay, Colchester county, N.S. (Not Debert nor Mass Town.) Matahechaivan. See Matabitchuan. Matabitcliuan ; river, flowing into L. Timiskaming below the mouth of Montreal E., Timiskaming district, Ont. (Not Matabechawan nor Matabitchouan.) MafamiJc. See Lois. Matapedia; lake, river and village, IMatane and Bonaventure Cos., Q. (Not INFetapedia.) Matashi; river, headwaters of Gatineau river, Berthier county. Que. Mataxva. See Shamattawa. Matchimanito; lake, southwest of ]\Iillie lake, Pontiac eoimty. Que. Matheson ; island, W. of N. entrance to narrows of lake Winnipeg, INfan. (Not Snake.) Matheson; mount, also lake, north of Becher bay, Vancouver island, B.C. Matheson ; mount, on east side of Bennett lake, Yukon. Matilda; lake, Eeclditt township, Kenora district, Ont. Matinatinda. See Tendinenda. Matsatu; river, tributary to Nahlin river, Cassiar district, B.C. Mattaganii; lake, Abitibi territory, Que. Mattagami; river, tributary to lyfoose river, Timiskaming district, Ont. (Not South Branch of Moose river.) Matfaivafjof:ik. See Dasserat. Matthew; creek, tributary to St. ^Fary river, Kootenay district, B.C. Matthews; point, Active pass, strait of Georgia, New Westminster district, B.C. Mattice; lake, south of N.T. Ey., northwest of L. Nipigon, Thunder Bay district, Ont. Manger; beach, at entrance to Halifax harbour, Halifax county, N.S. (Not Meagher.) 110 departjjext of the ixterior 4 GEORGE v., A. 1914 Maunoir; butte, near confluence of Lewes and Te?lin rivers, Yukon. Maurelle ; island, between " Hole in the wall " and Surge narrows, Coast district, B.C. The eastern portion of what was formerly Valdes island. Maus; creek, E. of Kootenay R., south of Steele, Kootenay district, B.C. (Not Mouse.) Maxwell; mount, Saltspring island, S.E. coast of Vancouver I., B.C. (Not Baynes.) Maybank; post office, Huntingdon county. Que. (Not May Bank.) Mayhee. See Mabee. Mayes; point, at N. end of Bead I., Sutil channel, Coast district, B.C. (Not Mayor.) Mayflower; island, at entrance to Thomas bay, Manitoulin island, Ont. Maynard; lake, English river, Kenora district, Ont. (Not Mayuard's.) Mayne; island and post village, in the southern portion of the strait of Georgia, New Westminster district, B.C. Mayo; brook and lake, tributary to Stewart river, Yukon. Mayor. See Mayes. MazoJcama. See Kama. Meacham; creek, tributary to St. Mary river, Kootenay district, B.C. (Not Caribou nor Whitefish.) Meadow; creek, branch of Culphur creek, Indian river, Yukon. Meadow; creek and lake, tributai-y to Beaver river, central Saskatchewan. Meadow. See Hawkins. Meadow. See Linklater. Meagher. See Mauger. Meander; brook, south of Eagle lake, Kenora district, Ont. Mecatina. See Mekattina. Medicine; river, tributary to Bed 'Deer river, southern Alberta. Medicine-lodge; hills, in Tp. 40, E. 2, W. 3 M., southern Alta. (Not Medicine Lodge.) Medicine Lodge. See Lodge. Medicine-stone; lake, south of Bed lake, Patricia, Ont. (Not Medicine Stone.) Meduxnekeag; river, tributary to St. John river, Carleton county, N.B. (Not Mad- uxnakeag nor Meduxnakeag.) Medway ; river, trib. to N. branch of Thames E., Middlesex Co., Ont. (Not Arva creek.) Medway; seaport town, Queens county, N.S. (Not Port Medway nor Port Metway.) Meehin; brook, flowing into Minas channel, Kings county, N.S. (Not Meehins.) Meeting; lake, in the Thickwood hills, central Saskatchewan. Megantic; county, lake, and village. Que. (Not Lake Megantic village.) Meggisi; brook, tributary to upper Winisk E., below Tabasokwia E., Patricia, Ont. Meggisi; lake, east of Manitou lake, Kenora district, Ont. (Not Small Trout.) Megishun. See Migiskan. Mehollan. See Mulholland. Meholland. See Mulholland. Meig; post office, Missisquoi county. Que. (Not Meig's Corners.) Meig's Corners. See Meig. Meisner; point, E. side Mahone bay, Lunenburg Co., N.S. (Not Meisener nor Misener.) Mejomanguse. See Mitchinamekus. Melcamic. See Makamik. GEOGRAPHIC BOARD OF CANADA 111 SESSIONAL PAPER No. 25d Mekattina; cape, islands, and river, Saguenay county, Que. (Not Mecatina, nor Little Mecattina river.) Mekinak; lake, river, and township, Cliamplain county, Que. (Not Mekinac.) Mehiscan. See Migiskan. Meldrum; point, north-western end of Manitoulin island, ]\ranitoulin district, Ont. (Not Mildram nor Mildrum.) Melfort; creek, post office, and railway station, central Sask, (Not Stony creek.) Melon; lake, between Knife and Carp lakes. Int. boundary, Eainy Eiver district, Ont. Melville; arm, on northerly side of Prince Eupert harbour. Coast district, B.C. Melville; island. Admiralty group, St. Lawrence river, Leeds county, Ont. (Not Hay.) Melville; lake, expansion of Hamilton inlet, Ashuanipi, Que. (Not Groswater bay.) Melville; point, south of Srigley bay, Manitoulin district, Ont. Melville; shoal, E. of N.E. end of Amherst I., Frontenac Co., Ont. (Not Seven Acre.) Menadou. See Mainadieu. .Menan. See Grand Manan. Mendenhall; river, tributary to Takhini river, Yukon. Menesatung ; park, north of Goderich, Huron county, Ont. Menikwesi; lake, west of Kawawia lake, Kenora district, Ont. Menjohaguse. See Mitchinamekus. Mennin ; lake, S.E. of Dinorwic L., Kenora district, Ont. (Not Blueberry nor Shallow.) Meogenes. See Manawagonish. Merigomish; island and village, Pictou Co., N.S. (Not BigL nor Merigomishe village) Merion. See Mirond. Merlin; lake, north of mount Eichardson, Eocky mountains, Alta. Mermaid ; island. Admiralty group, St. Lawrence E., Leeds county, Ont. (Not Pine.) Merriam; bay, west of Bayley bay, Basswood L., Int. boundary, Eainy E. district, Ont. Merrill. See Frechette. Mescoh. See Misko. Meskwatessi; lake, east of Atikwa lake, Kenora district, Ont. Mestowana; lake, northwest of Lost lake, Kenora district, Ont. Metabetchouan; post office, river, and township, Chicoutimi county, Que. (Not ^letabechouan.) Metaghan. See Meteghan. Metapedia. See Matapedia. Metchishan. See Migiskan. Metchosin; mountain, west of Parry bay, Vancouver I., B.C. (Not Metchosin hill.) Meteghan; river and village, Digby county, N.S. (Not Metaghan.) Meteghan Station; post office, Digby county, N.S. (Not Metaghan.) Metford; island, midway between Lima alid Miller points, southern coast of Digby island, Coast district, B.C. Methuen; reef, south shore Manitoulin island, Manitoulin district, Ont. Methy; lake, south of File lake, Manitoba. (Not Long.) Methye; lake, portage, and river, northern Sask. (Not La Loche nor Methy.) Metis; lake, point, river, and village, Matane Co., Que. (Not Mitis nor Great Metis.) Metiscan. See Migiskan. 112 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Metlakatla; bay and village, Chatham sound, Coast district, B.C. (Not Melta Catla, Metla Catlah, Metlah Catlah, Metla-kathla, Methlakahtla, nor Metla-Katla. Meule (pointe a la) ; point with 2 range lights thereon, west shore of Eichelieu river, St. John county. Que. (Not North of. Halfway nor Pointe a la Mule.) Michael; bay and point, south shore of Manitoulin island, Manitoulin district, Ont. Michael; lake, northwest of Kulleet bay, Vancouver island, B.C. Michael; peak. President range, Eocky Mts., Kootenay district, B.C. (Not Michael's.) Michagama. See Kitchigama. Michaud; creek, tributary to Klondike river, Yukon. Michaud ; creek, west of Lower Arrow lake, Kootenay district, B.C. Michepasque. See Mispek. Michie; mount, east of lake Marsh, Yukon. Michikamog; lake, northeast of Attawapiskat lake, Patricia district, Ont. Michikenis; river, east of Wunnummin lake, upper waters of Winisk R., Patricia, Ont. Michikenopik ; brook, tributary to Pizustigwan river, upper Winisk R., Patricia, Ont* Michipicoten ; harbour, island, river, and village, Manitoulin district, Ont. (Not Michipicoton.) Middle; creek, tributary to Tahltan river, Cassiar district, B.C. Middle; mountain, near lower Stikine R., S. of Porcupine creek, Cassiar dist., B.C. Middle; river, Pictou county, N.S. (Not Middle river of Pictou.) Middle Br. IJighwood R. See Pekisko creek. Middle Br. West R. See Dalesville R. Middlebrun; bay, channel, and island, S. entrance to Black B., Thunder Bay dist., Ont. Middle Caledonia. See Caledonia. Middle Duck; island, south of Inner Duck island, Manitoulin district, Ont. Middleport. See Tusearora. Middle Savage; islands, northwest of Pritzler harbour, Hudson strait, N.W.T. (Not islands of God's Mercie (eastern). Middleton; island, at the mouth of Broadback river, Abitibi territory, Que. Middleton; mount, southeast of lake Evans, Abitibi territory. Que. Middletons. See Eeesor. Midjik; point, on east side of Passamaquoddy bay, Charlotte county, N.B. (Not Midgic, Midjic, nor Mijic blufF.) Midnight; lake, Tp. 52, R. 16, W. 3 M., Saskatchewan. Midway; mining town and railway station near Int. boundarj^ Yale district, B.C. Migiskan; river, flowing westerly from the height of land near sources of St. ^faurice river into Sliabogama lake, Poutiaf county, Quo. (Not Megiskun. ^lekiscan, Metchiskan, nor Metiscan.) Migoacha. See Maguasha. Miguasha. See Maguasha. Mijic. See Midjik. Mikwasach; lake, west of Opemiska lake. Abitibi territory. Que. (Not Wikwasash.) Mildram. See Meldrum. Mildrum. See Meldrum. Mile; island. Brock group, St. Lawrence R. Leeds county, Ont. (Not Huckleberry.) GEOGRAPHIC BOARD OF CAXADA 113 SESSIONAL PAPER No. 25d Mile. See Victoria. Miles; canyon, on Lewes river, above Whitehorse rapid, Yukon. Miles; point, Gabriola island, strait of Georgia, B.C. (Not Schooner.) Milk; river, rises in Montana, and crossing the international boundary flows easterly through Alberta, thence southwesterly, recrossing the boundary, into Montana. Mill. See Gait. Millar; post office, GrenviUe county, Ont. (Not Millar's Corners.) Millars. See Eiall. Millar's Corners. See Millar. Miller; creek, tributary to Sixtymile river, Yul^on. Miller; lake, southwest of Williams bay, L. Seul, Kenora district, Ont. Miller; mount, west of Lewes river, Yukon. Miller; point, western entrance point of Eobinson cove, Big island, bay of Quinte, Prince Edward county, Ont. (Not Miller's.) Miller; point, southeast coast of Digby island, Coast district, B.C. Mille-Roches ; post village, Stormont county, Ont. Mille-Vaches ; bay, point, and river, Saguenay Co., Que. (Not Saut de Mouton river.) Millie; lake, northeast of Matchimanito lake. Pontine county, Que. Milliken; post village and railway station, Markham township, York county, Ont. (Not Millikens.) Millstream; river, flowing easterly into Nipisiguit bay, Gloucester county, N.B. (Not Little Nipisiguit nor Nipisiguit Millstream.) Milton; bank, southeast of "Wells shoal, Bruce county, Ont. Milton; island, N. of Wolfe I., St. Lawrence R., Frontenac Co., Ont. (Not Amazon.) Milton; mount, east of Lewes river, Yukon. Milton; point, between Lonely and Lougheed bays, Manitoulin island, Ont. Milton; post office, Shefford county. Que. (Not Milton East.) Milton ; town and rail\^^ay station, Halton county, Ont. (Not Milton West.) Miltonbrae ; post office, Gloucester county, N.B. (Not Milton Brae.) Milton East. See Milton. Milton West. See Milton. Miminegash; river and village. Prince county. Prince Edward Island. (Not Big or North Miminigash, nor Minimegash.) Miminiska ; , lake, Albany river, Patricia and Thunder Bay districts, Ont. Mimominatik; brook, emptying into Kapkichi lake, upper Winisk R., Patricia, Ont. Minag-o; river, emptying into Cross lake, Manitoba. (Not Pine.) Minaret; col. and peak, Sic Sandford range, Selkirk Mts., Kootenay district, B.C. Minas ; basin, east arm of the bay of Fundy, Colchester, Cumberland, Hants, and Kings counties, N.S. (Not Basin of Mines nor Mines Basin.) Mindemoya; river, emptying into Providence bay, Manitoulin I., Manitoulin dist., Ont. Mineral; creek and town, north of Caribou creek, Kootenay district, B.C. Mineronte. See Mirond. Miners; range of mountains, near lake Laberge, Yukon. Mines basin. See Minas basin, Minette; bay, Kitimat arm, Coast district, B.C. 25d—8 : 114 . DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Minimegash. See Miminegash. Minimegash. See Eoseville. Ministik; lake, in Tp. 50, E. 21, W. 4tli M., Alberta. Ministikwan ; lake, west of Makwa lake, central Sask. (Not Little Island lake.) Minitonas; creek, hill, post office, and raihvay station, western Ifanitoba. Mink; reef, Manitoulin island, northwest of Steevens island, IManitoulin district, Ont Minh. See Ninette. Minnaweiskag ; lake, N. Maniton L., Ivenora dist., Ont. (Not Kaminnaweiskagwok.) Minnedosa; river, tributary to Assiniboine river, western Manitoba (Not Little Saskatchewan nor Rapid.) Minnehaha; lake, north of Peak lake, Kenora district, Ont. (Not Kiskopkechewans.) Minnesabik; lake, south of Separation lake, Ivenora district, Ont. Minnewakan; post village, Posen municipality, Manitoba. Minnewanka; lake, in the Rocky Mountains park, Alberta. (Not Devil's Head.) Minnie Bell ; creek, tributary to Flat creek, Klondike river, Yukon. Minnikau; river, east of Minnitaki lake, Kenora district, Ont. Minnitaki; lake and railway station, Kenora district, Ont. (Not Minnietakie.) Mint; creek, branch of Hunker creek, Klondike river, Yukon. Minto; mount, west of Atlin lake, near north end, Cassiar district, B.C. Miquelon; lake, in Tp. 49, Rs. 20 and 21, W. 4th M., Alberta. Miramichi; bay and river, Northumberland county, N.B. (Not Mirimichi.) Mire. See Shunda. Mirimichi. See Miramichi. Miron; lake, headwaters of Sturgeon-weir river, eastern Saskatchewan. (Not Heron, Merion, Mineronte, nor Stone.) Mirror; lake, west of lake Louise, Alberta. Misamikwash ; lake, west of Wnnnummin lake, upper waters of Winisk river, Patricia dis+"ict, Ont. Miscou; island, harbour, point, Gloucester Co., N.B. (Not Miscow, Mya, nor N. Mya.) Misener. See Meisner. Misery; bay and point, south shore Manitoulin island, Manitoulin district, Ont. Mishag-omish ; lake, east of lake Evans, Abitibi territory. Que. Mishomis; lake, southwest of Grand lake Victoria, Timiskaming county. Que. Misindbi. See Missinaibi. Miskatla; Indian village, Douglas channel, opposite Maitland island. Coast district, B.C. (Not Mis-ka-tla.) Miskittenau; lake, at headwaters of Rupert river, ^ifistassini territory. Que. Misko; creek, tributary to Ottertail R., Rocky Mts., Kootenay dist., B.C. (Not !^^escoh.) Miskwabi; lake, Dudley township, Haliburton county, Ont. (Not Mis-quah-be- nish.) Mispec. See Mispek. Mispech. See Mispek. Mispek; post settlement and river, St. John county, N.B. (Not Ma.-peck, ^liche- pasque, Mispec, l^^ispeck, Misshapec nor Mizpeck.) JeflFery's map of 1755 has ' ]\Iispek.' Mis-quah-he-nish. See Miskwabi. GEOGRAPHIC BOARD OF C AX AD A 115 SESSIONAL PAPER No. 25d Missaguash; river, emptying into Cumberland bay, Westmorland county. N.B. (Not IMisseguash, Missignash, nor Missiquash.) Missanahie. See Missinaibi. Missawawi; lake, south of L. LaBiclie, central Alberta. (Not Big Egg.) Misseguash. See Missaguash. Misshapec. See Mispek. Missignash. See Missaguash. Missinaibi; lake and railway station, Algoma district, also river flowing from the lake into Moose river, Algoma and Timiskaming districts. Out. (Not Misinabi nor Missanabie.) Missinnippi. See Churchill Mission; bay, and channel (southern) of Kaministikwia river. Thunder Bay district, Ont. (Not Mission river.) Mission; mountain, Tsimpsean peninsula, W. of Prince Eupert bar.. Coast dist., B.C. Mission; pass, between Bridge river and Seton lake, Lillooet district, B.C. Missipisew; river, tributary to Grass river, Manitoba. Missiquash. See Missaguash. Mississagi; bay, island, river, and strait, at north end of lalce Huron, Algoma and ^lanitoulin districts, Ont. (Not Mississauga.) Mississagua; brook and lake, Peterborough county, Ont. (Not Gull lake.) Mist: creek and mountain. Misty range, southern Alberta. Mista; a peak of the Valkyr mountains, Kootenay district, B.C. Mistake ; mountain, northwest of L. Laberge, Yukon. Mistassibi; river, tributary to Mistassini river. Lake St. John county.. Que. (Not ]\[usko3ibi.) Reversal of previous decision. Mistassini; lake, Mistassini territory. Que. Mistassinis. See Albanel. Mistawak; lake, W. of Harricanaw R., Abitibi, Que. (Not Mistewak nor ]\Iistowak.) Mistaya; river, at headwaters of Saskatchewan river, Alta. (Not Little Fork of the Saskatchewan, nor Bear creek.) Misiigouche. See Mistikus. Mistigougeche. See Mistikus. Mistikus; lake, Eimouski county. Que. (Not Mistigouche nor Mistigougeche.) Misty; range of mountains, northwest of Highwood range, southern Alberta. Mitchell ; bay and point, L. St. Clair, Kent county, Ont. (Not Mitchell's.) Mitchell Bay; post village, Kent county, Ont. (Not Mitchell's Bay.) Mitchell ; range of mountains, east of Kootenay river, Kootenay district, B.C. Mitchinamekus ; lake and river, headwaters of Lievre river, Berthier, Champlain, Mas- kinonge, and St. Maurice counties. Que. (Not Mashamengoose, Mejomanguae. nor Menjobaguse.) Mitis. See Metis. Mitishto; river, tributary to Grass river, below Wekusko lake, Manitoba. Mizpeck. See Mispek. Moberly; creek, west of Lower Arrow lake, Kootenay district, B.C. Moberly; lake and river, tributary to Peace K., Cariboo, B.C. (Not Moberley.) 25d—8i 116 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Moberly; mount, east of Athabaska river, 17 miles above mouth of Whirlpool river, western Alberta. Moberly; peak, and railway station, Rocky mountains, Kootenay district, B.C. Mohawk; post settlement and railway station. Brant Co., Ont. (Not Mt. Pleasant.) Moira; river, emptying into the bay of Quinte, near Belleville, Hastings county, Ont. Moisie ; bay, point, river, rock, and shoal, Saguenay Co., Que. (Not Moisi nor Moisic.) Mokowan; butte, east of Belly river, southern Alberta. (Not Belly.) Mokwawastuk; lake, at headwaters of Marten river, Mistassini territory, Que. (Not Mokwahwastuk.) ' Molar; mountain, northeast of mount Hector, Rocky mountains. Alberta. Molesworfh. See Lois. Moloch; mount, southeast of Mt. Holway, Selkirk Mts., Kootenay district, B.C. Molus; river, tributary to Richibucto river, Kent county, N.B. (Not Moulie's.) Momozehel See Mamozekel. Monckland; post village and railway station, Stormont county, Ont. (Not Monck- lands, Monklands, nor Moncklands Station P.O.) Mondonak; lake and river, upper waters of Manuan river, Champlain county, Que. Monell ; reef, at entrance to Wood bay, Manitoulin island, Manitoulin district, Ont. Money; point, on the southerly portion of Hawkesbury island. Coast district, B.C. Mongus; lake, near Manitou lake, Kenora district, Ont. Monk; lake, Cardiflf township, Haliburton county, Ont. Monklands. See Monckland. Monmouth; lake, Monmouth township, Haliburton county, Ont. Monquart; river, tributary to St. John river, Carleton county, N.B. (Not Manquart nor Munquart.) Monroe; creek and lake, near Moyie lake, Kootenay district, B.C. Monson; mount, west of Lewes river, Yukon. Montague; lake, Tp. 6, R. 29, W. 2 M., Saskatchewan. Monte; creek, hills, and lake, south of Duck's station, Yale district, B.C. Monts (pointe des) ; point, Saguenay county, Que. See also Pointe-des-Monts. Monsomshi; lake, on Severn river, Patricia, Ont. (Not Mon-som-shi-pin-net.) Montague; lake, Skead township, Timiskaming district, Ont. Montague ; village. Kings county. Prince Edward Island. (Not Montague Bridge.) Montana; creek, tributary to Yukon river, above Dawson, Yukon. Montebello; railway station and village, Ottawa county, Que. (Not Monte Bello.) Montee-du-Lac ; cove and landing, on the St. Lawrence, west of Cap Brule, also road leading from thence to St. Joachim lakes, Montmorency county, Que. Montee du Lac. See Cap Brule. Montgomery. See McCoy. Montgomery. See Young. Montreal; channel, west of Edward island and south of entrance to Black bay, Thunder Bay district, Ont. Montreal; lake and river, south of Churchill river, central Sask. (Not Rapid river.) Montreal; river, flowing southeasterly into L. Timiskaming, Ont. "ISi[ontrose ; cape, ISfarkham bay, Hudson strait, N.W.T. GEOGRAPHIC BOARD OF CANADA 117 SESSIONAL PAPER No. 25d Monumental; island, southeast of Clements Land, N.W.T, Moody; point. Boxer reach, Coast district, B.C. Moonshine. See Uphill. Moore; lake, Lutterworth township, Haliburton county, Ont. (Not Moore's.) Moore; point, southerly coast of Digby island. Coast district, B.C. Moore; post village, Lambton county, Ont. (Not Mooretown.) Moore ; rock, Blunden harbour, Queen Charlotte sound, Coast district, B.C. Moose; creek, tributary to Fortymile river, near international boundary, Yukon. Moose; island, Fisher bay, L. Winnipeg, Man. Moose; lake, north of Cedar lake, Manitoba. Moose; lake and portage, on international boundary. Thunder Bay district, Ont. Moose; mountain, also Moose Mountain creek and post office, southeastern Sask. Moose. See Bonald. Moose. See Fawcett. Moosehorn; bay and lakes, east shore of L. Manitoba, Man. (Not Moose Horn.) Moosehorn; lake, west of Grand lake Victoria, Tiniiskaming county, Que. Moosejaw; creek and town, Sask. (Not Moose Jaw.) Moosehide; creek and mountains, near mouth of Klondike river, Yukon. Mooshaulagan. See Mushalagan. "^^ Mooyie. See Moyie. ^ Moraine; lake, south of mount Temple, Alta. Moran. See Moras. Moras; island, at mouth of Nicolet river, Nicolet county. Que. (Not Moran.) Moreau; islet, southern of 3 rocky islets in the St. Lawrence, off St. Germain. Kamouraska county. Que . Morgan; lake, south of Silver lake, Kenora district, Ont. Morice; lake and river, tributary to Bulldey river. Coast district, B.C. (Not Morrice.> Moricetown; village, on Bulkley river. Coast district, B.C. (Not Morricetown.) Morin; creek, flowing northeasterly into Meadow creek, central Sask. (Not Bear.) Morin; shoal, centre of channel about 8 miles above Hare island, St. Lawrence river, Que. Morley; river, emptying into Teslin lake, Yukon. Morrice. See Morice. Morricetown. See MoricetowTi. Morris; river, tributary to Ked river, Man. (Not Boyne, He de Bois nor Scratching.) Morris; town, in southern Manitoba. Morrison; mount, on Yukon river, near international boundary, Yukon. Morse; basin, east of Kaien island. Coast district, B.C. Morse; creek, Prince Rupert, Coast district, B.C. Morse; mount, south of Tuck inlet. Coast district, B.C. Moresby; island and passage, in the north end of Haro strait, B.C. Moses Gates; cape, Charles island, Hudson strait. New Quebec. Mosher; creek and ridge, west of Beaverhill creek, Yale district, B.C. Mosher; island and point, E. side St. Margaret bay, Halifax Co.,N.S. (Not Grampus.) Mosquito; creek, tributary to Columbia river, Kootenay district, B.C. 118 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Mosquito; creek, tributary to Bonanza creek, Yukon. Mossy; river, flowing from Dauphin lake to L. Winnipegosis, Man. Mouat; channel and reef, off southeast point of Vancouver island, B.C. (!Not Mouatt.) Mouat; islands, off S.W. coast of Texada I., New "Westminster dist., B.C. (Not Mouatt.) Mouat; point, W. point of Pender I., New "Westminster dist., B.C. (Not Mouatt.) Mouat; rock, in Gol;tas channel, northern coast of Vancouver I., B.C. (Not MouPctt.) Mouatt. See Mouat, Mouchalagan. See Jjlushalagan, Mouile. See Mouillee. Mouille. See Mouillee. MouUe's. See Molus. Mouillee; point, in St. Lawrence E., Glengarry Co., Ont. (Not Mouile nor Mouille.) Mountain; lake, southwest of lake Lindeman, Cassiar district, B.C. (Not Long lake.) Mountain; lake on international boundary, Thunder bay district, Ont. Mountain. See Cliff. Mountain. See Liard. Mountain. See Watchi. Mount Johnson; post office and railway station, Iberville Co., Que. (Not St. Gregoire.) Mt. Pleasant. See Mohawk. Mourier; lake. Pesroberts township, Timiskamiua'. Que. (Not Wikwaskapauk.) Mouse. See Maus. Mowat; mount, about three miles north of Grant Brook station G.T.P.K., Cariboo district, B.C. Moyie ; lake, river, and town, in S.W. portion of Kootenay dist., B.C. (Not Mooyie.) Muchuya; creek, tributary to Kakuchuya river, Cassiar district, B.C. Mud; glacier, northeast of mount Purity, Selkirk mountains, Kootenay district, B.C. Mud. See Chilako. Mud. See Gillies. Mud. See Kabagukski. Mud. See Mance. Mud. See Rose. Muddy. See Pikitigushi. Muddy Water. See Apeganau. Mudge; island, between Gahriola and Vancouver islands, B.C. Mudie; lake, south of Beaver river and north of Ministikwan lake, central Sask. Mudjatik; river, tributary to Churchill river, north of He a la Crosse, Sask. (Not Caribou nor Mudjatick.) Mulligan; river, emptying into Sipiwesk lake. Man. (Not Wolf nor Wolf Band.) Muirkirk; railway station and village, Oxford Tp., Kent Co., O. (Not Muir Kirk.) Muir; creek, flowing into Juan de Fuca strait, also mountain, Vancouver island, B.C. Mukoman; river, tributary to Churchill river, Saskatcbewan. Mulcaster; island. Navy group, St. Lawrence river, Leeds county, Ont. (Not Sugar.) Mulholland; point, Campobello island, Charlotte county, N.B. (Not Mulholland's, ^Meholland, nor Mehollan.)i Mulvey; creek, tributary to Slocan river, Kootenay district, B.C. GEOGRAPHIC BOARD OF CANADA 119 SESSIONAL PAPER No. 25d Mumm; peak, north of Eobson pass, Rocky mountains. Cariboo district. B.C. Mummery; mouutain, west of Blaeberry river, Eocky Mts., Kootenay district, B.C. Munosahn. See ]\Ianasan. Munquart. See Monquart. Munro; creek, emptying into Gladys lake, Cassiar district, B.C. Munro ; mount, east of Atlin lake, Cassiar district, B.C. Munro; point, St. Ann harbour, Victoria county, -N.S. (ISTot Munroe nor Munro's.) Munroe Mills; post oiEce, Glengarry Co., Ont. (Not Munro's Mills nor Munroe's Mills.) Murchison; cape, southeast end of Brevoort island, N.W.T. Murchison; island^ L. Nipigon, Thunder Bay district, Ont. (Not Murchison's.) Murchison; mount, also icefield, east of Mistaya river, Eocky mountains, Alta. Muriel; lake, Tps. 59 and 60, R. 5, W. 4 M., eastern Alberta. Murphy; harbour and point, south shore of Manitoulin I., Manitoulin district, Ont. Murphy; lakes, north of Tulameen river, Yale district, B.C. (Not Eagle nor Fish.) Murray Bay (Eng. usage), Malbaie (Fr. usage); village, Charlevoix county. Que. (Not Mai Bay, Malbay, nor Malbaye.) Murray; canal, in Murray and Brighton townships, connecting the bay of Quinte with Presqu'ile bay, Northumberland county, Ont. Murray; creek, tributary to Sutherland river, south of Lesser Slave lake, central Alta. Murray; island, St. Lawrence river, below Brockville, Leeds county, Ont. Murray ; island. Cold lake, central Alberta and Saskatchewan. Murray; lake, east of Jackfish lake, central Saskatchewan. Murray; point, Markham bay, Hudson strait, N.W.T. Murray; reef, southwest of Dead island, also rocks south of Dead island, at entrance to Key harbour, Georgian bay. Parry Sound district, Ont. Murray; river, tributary to the St. Lawrence, Charlevoix county. Que. French usage: Malbaie (riviere), which see. Muscote; bay, ofi Big bay, S.W. side of the bay of Quinte, Prince Edward Co., Ont. Mushalagan; lake, Saguenay county, Que. (Not Mooshaulagan nor Mouchalagan.) Muskiki; lake, north of Dana, Sask. (Not Houghton.) Muskoka; lake and river, Muskoka district, Ont. MusJcosihi. See Mistassibi. Muskrat. See Manigotagan. Muskwaro; point and river, Saguenay county, Que. (Not Musquarro.) Muskwesi; river, flowing into north end of Southern Indian lake, Sask. Mussen; mount, near southern end of Atlin lake, Cassiar district, B.C. Mutchmore; point, south shore Manitoulin island, Manitoulin district, Ont. Mya; point, Shippigan island, Gloucester coimty, N.B. (Not South Mya.) Mya. See Miscou. Myers; island, southwest of Lynedoch island, St. Lawrence river, Leeds county, Ont. Myers ; point, Sidney township, Hastings county, Ont. Myles; shoal, opposite Kingston, Frontenac county, Ont. (Not Eoyal George.) Myra; cove and island. Blind bay, Halifax county, N.S. (Not Myra's.) Mystery; lake, southwest of ClifF lake, Kenora district, Ont. 120 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 N Na-a-ma. See Nemaia. Naas. See Nass. Nabesipi. See Nabisipi. Nahesippi. See Nabisipi, Nabisipi; river, north shore gulf of St. Lawrence, Saguenay county. Que. (Not Na- besipi nor Nabesippi.) Nacawicac. See Nackawic. Nackawic; river and village, York county, N.B. (Not Nacawicac nor Nackawick.) Nadahini; river, tributary to Chilkat river, Cassiar district, B.C. Nadina; mountain, and river flowing into Francois lake from the west, Coast district, B.C. (Not Nadinaka river nor Nadinako river.) Nahlin; river, tributary to Inldin river, Cassair district, B.C. Nahoni • mountains, also lakes (upper, lower and middle) , at headwaters of Vorcupine river, Yukon. (Not Nahone.) Nainlin; brook, tributary to lower Gravel river, Mackenzie, N.W.T. Naian • river, tributary to St. Maurice river, above Manuan river, Champlain Co., Que. Naiualand. See Najwalwank. Najwalwank; lake, Quebec county. Que. (Not Kajoualwang nor Najualand.) Nakimu* caves, in valley of Cougar creek, Selkirk mountains, Kootenay district, B.C. Nakina' river, tributary to Taku river, Cassiar district, B.C. Nakonake ; river, tributary to Sloko river, Cassiar district, B.C. Nakusi)' creek, railway terminus, and town, east side of Upper Arrow lake, Kootenay district, B.C. (Not Na-Kusp.) Nalta. See Fraser Naltesby; lake, on telegraph trail, N. of Chilako E., Cariboo dist., B.C. (Not Bobtail) Namaka; lake, post office, and railway station, southern Alberta. Namakan; lake, S.E. of Rainy L. Int. boundary, Rainy R. dist., Ont. (Not Nameukan.) Namawash* lake, upper Ottawa R., N.W. of Grand L. Victoria, Timiskaming, Que. Namego; lake, south of Separation lake, Kenora district, Ont. Namegos; lake, south of Matchimanito lake, Montcalm Co., Que. (Not Nemegos.) Nameo-osis* lake, south of Matchimanito lake, Montcalm Co., Que. (Not Nemegosis.) Nameiben; lake, north of Kagianagami lake. Thunder Bay district, Ont. Nameins; rapids, upper Winisk river, Patricia district, Ont. Nameuhan. See Namakan. Namew; lake, northeast of Cumberland lake, Sask. (Not Sturgeon.) Namislca. See Nemiskau. NamouJcan. See LaCroix. Nanaimo; hirbour, river, and town, Vancouver island. B.C. Nankika; lake, northwest of Attawapiskat lake, Patricia district, Ont. Nankivell; islands, Blunden harbour. Queen Charlotte sound, Coast district, B.C. Nankivell; point in Nanoose harbour, east coast of Vancouver island, B.C. Napetipi; river, north shore gulf of St. Lawrence, Saguenay county. Que. Nares; lakes between Bennett and Tagish lakes, Yukon. Nares ; mount, east of north end of Bennett lake, Yukon. GEOGRAPHIC BOARD OF CANADA l2l SESSIONAL PAPER No. 25d Nares; point, Departure bay, east coast of Vancouver island, B.C. (Not Boulder.) Narchilla; brook, emptying into McPherson lake, Yukon. Narrow. See Bagot. Narroiv. See Wallace. Nasoga; gulf, eastern side of Portland inlet, Coast district, B.C. (Not Nasoka.) Nass; bay and river, north of Skeena river, Cassiar district, B.C. (Not Naas, Nasse, nor Naas harbour.) Natashkwan; harbour, point, and river, Saguenay county. Que. (Not Englishman's nor Natashquan nor Little Natashquan harbour.) Natchipotchi ; lake, at head of Etcliipotchi E., Abitibi, Que. (Not Natchipoislii.) Nation. See Petite Nation. Nation. See South Nation. Natla; river, tributary to Gravel river, N.W.T. Kaumulten ; mountain, east of head of Lower Arrow lake, Kootenay district, B.C. Nauyats; island, southeast shore Ungava bay. New Quebec. Navy; gi-oup of islands, St. Lawrence river, below Gananoque, Leeds county, Ont. Navy; island, Bedford basin, Halifax harbour, Halifax county, N.S. (Not Stephens nor Stevens.) Nawapitechin. See Villemontel. Neal. See Neil. Neale; lake, northeast of Lloydminster, Sask. Nechako; river, tributary to Fraser river, Cariboo and Coast districts, B.C. (Not Nechaco nor Nechacco.) Nechigona; lake, at headwaters of Berens river, Patricia district, Ont. (Not Hair.) Neck; point, north entrance to Hammond bay, S.E. coast of Vancouver island B.C." Nedlllk; lake, west of Koksoak river, New Quebec. Needle ; mountain, between the " big bends " of Watson and Wheaton rivers, Yukon Needles Eye; island, Brock group, St. Lawrence river, Leeds county, Ont. Negik; lake, south of Churchill river and east of Pelican narrows, Sask. Neil; harbour, Cape Breton county, N.S. (Not Neal, Neals, nor Neil's.) Neilson; island, southeast of Stone island, Clayoquot sound, Vancouver island B.C. Nelles; post office, Haldimand county, Ont. (Not Nelles Corners nor Nelles' Corner.) Nelles Corners. See Nelles. Nello ; river, headwaters Klondike river, Yukon, Nelly; point, on the northwest portion of Princess Koyal island. Coast district, B.C. Nelson; lake, on Churchill river, Manitoba. Nelson; lake, west of Edgar lake, Cassiar district, B.C. Nelson; mount, at head of Clearwater and Hammond creeks, west of Windermere lake, Kootenay district, B.C. (Not Hammond.) Nelson; river, flowing from lake Winnipeg into Hudson bay, Manitoba The two channels by which it drains the lake are East channel and West channel. (Not East river and West river.) Nelson. See Fort Nelson. Nemaia; lake and valley, northeast of Chilko lake, Coast and Lillooet districts, B.C (Not Na-a-ma.) 122 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Neniegos. See Namegos. Nepisiguit. See Nipisi^it. Nemei; river, tributary to Churchill E., below Reindeer R., Sask. (Not Sturgeon.) Nemeiben; bay, lake, and river, L. LaRonge, Saskatchewan. Nemeibennuk; lake, W. of Anzhekumming L., Kenora district, Ont. (Not Sucker.) Nemeigusabins ; lake, near the upper waters of Winisk river, Patricia, Ont. Nemikachi; lake, near the upper waters of Lievre river, Maskinonge county. Que. (Xot Nemicachingue.) Nemiskau ; lake, expansion of Rupert river, Mistassini, Que. (Not Namiska.) Nemo; creek, west of Slocan lake, Kootenay district, B.C. Ne-na-tik-go. See Ninatigo. Nepigon. See Nipigon. Nepihjee. See Leaf. • Nepisiguit. See Nipisiguit. Nepopekum; creek, tributary to Skagit river, Yale district, B.C. Neptuak; mountain, northwest of Deltaform Mt., Rocky Mts., Alta. and Kootenay, B.C. Neptune Head; point, at entrance to Stupart ba^', Hudson strait, Xew Quebec. Nequaqon. See LaCr:iix. Nesto. See Hippa. Neston; lake, west of lake Devizes, Thunder Bay district, Ont . Net; lake, Cassels and Strathy townships, Nipissing district. Ont. Net Setting. See Setting. Netley; creek and lake, south of lake Winnipeg, Man. (Not Nettly nor Nipuwin.) Netley; island. Lake Fleet group, St. Lawrence river, Leeds county, Ont. Neutral; hills, west of Sounding lake, southeastern Alberta. Nevin; mount, west of Hendon river, Cassiar district, B.C. and Yukon. Newagama; lake, southeast of Abitibi lake, Timiskaniing county, Quo. Newburg; post village and Ry. station, Carleton Co., N.B. (Not Newburg Junction.) Newhurg Junction. See Newburg. New Canaan; post ofSce, Kings county, N.S. (Not Canaan.) Newell; sound, southwest shore of Frobisher bay, N.W.T. (Not Kangerflung.) New Galloway. See Galloway. New Galway. See Galloway. New Lislceard. See Liskeard. Newman; peak, Tp. 3, R. 1, W. 5 M., southern Alberta. (Not Newman's.) Newmarket; post village, York county, N.B. (Not New Market.) New Richmond; lightstation, township, and vilhige, Bonaventure county. Que. (Not Richmond.) Newross; post office, Dundas county, Ont. (Not New Ross.) Newton; fiord, Frobisher bay, N.W.T. (Not Tornait.) Newton. See Newtown. Newtown ; village. Kings county, N.B. Newtown; village, Guysborough county, N.S. (Not Newton nor New Town.) Nero Wiltshire. See Wiltshire. New Zealand ; creek, tributary to Indian river, Yukon, GEOGRAPHIC BOARD OF CAXADA 123 SESSIONAL PAPER No. 25d Niagara; island, Lake Fleet group, St. Lawrence river, Leeds county, Ont. Xiagara. See Crossnian. Nibinamik; lake, southwest of Wapikopa lake, upper Winisk river, Patricia, Ont. Niblock; mount, also pass, northeast of Popes peak, Alta. Nicholas; islets, northeast of Vansittart island. Queen Charlotte sound, Coast district, B.C. (Not Nicolas.) Xichadow. See Nigadu. Nicoamen ; plateau and river. Yale district, B.C. (Xot Xicomcn.) Nicol; lake, Lorrain township, Timiskaming district, Ont. Nicola; lake, mountain, plateau, post office, railway- station, valley, and river, Yale district, B.C. " Upper Nicola," applied to that portion of the river east of Nicola lake, to be dropped. Nicolas. See Nicholas. Nictau; village, at the forks of Tobique river, Victoria county, N.B. Nictor; lake, headwaters of Tobique river, Restigouche county, N.B. 2\ictor. See Tobique. Niddery; islands, northeast of Lynedoch island, St. Lawrence river, Leeds county, Ont. Nidhe; brook, tributary to Gravel river, above Ekwi river, N.W.T. Nigadu; river and village, Gloucester Co., N.B. (Not Nickadow, Nigado nor Nigadoo.) Niganishe. See Ingonish. Nigel; island, near northwest end of Vancouver island, B.C. (Not Galiano.) To avoid duplication. See Galiano island, strait of Georgia. Nigger; island, between Belleville and Trenton; Hastings county, Ont. Nigger; narrows, bay of Quinte, Hastings county, Ont. (Not Nigger island narrows.) Nikabau; lake and river, headwaters of Ashuapmuchuan river, Chicoutimi county, Que. Nikanassin; range of mountains, extending from the upper end of Brule lake on Atha- baska river to the north branch of Brazeau river, Alta. Niles; mount, southeast of mount BaKour, Kootenay district, B.C. Nimpkish; lake and river, in northwest portion of Vancouver island, B.C. (Not Kar- mutsen lake nor Kla-anch river.) Nimrod; lake, southwest of Bakado lake, Kenora district, Ont. Ninatigo; lake, Stanhope township, Haliburton county, Ont. (Not Ne-na-tik-go.) Ninemile; point, also Ninemile Point lightstation, southwest end of Simcoe island Frontenac coimty, Ont. (Not Gage.) Ninette; island. Navy group, St. Lawrence river, Leeds county, Ont. (Not Mink.) Niord; mountain, west of Slocan lake, Kootenay district, B.C. Nipigon; bay, lake, river, and railway station, Thunder Bay district, Ont. (Not Nepi- gon nor Neepigon.) Kipisiguit MilUtream. See Millstream river. Nipisiguit; lake and river, emptying into the bay of same name, Gloucester county, N.B. (Not Nepisiguit, Nipisiquit, nor Nipisghit.) Nipmenanili ; river, a tributary of Shoshokwan river, upper Ottawa, Pontiac county. Que. (Not Nipmenane.) Nipple; mountain, east of Frances lake, Yukon. 124 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Nipukatasi; river, emptying into Kenoniska lake, southeast of lake Evans, Abitibi^ territory. Que. (Not Nipukatase.) Nipuwin. See Netky. Nisconlith. See Niskonlith. Nishainlith. See Niskonlith. NisJcitogisew. See Kiskittogisu. ITiskonlith; Indian reserve, lake, and river, southwest of Little Shuswap lake, Yale district, B.C. (Not Nisconlith nor Niskainlith.) Nisling; river, tributary to White river, east of Wellesley lake,'Yukon. (Not Tahte.) Nistowasis. See Threepoint. Nisutlin ; river, emptying into Teslin lake, Yukon. Nith* river, flowing into Grand river. Brant, Oxford and Waterloo counties, Ont. (Not Smith's creek.) Niut* range of mountains, on the western side of Tatlayoko lake, Coast district, B.C. Nixon. See Towincut. Noddawai. See Nottaway. Nodway. See Nottaway. Noel" harbour. Crooks inlet, Hudson strait, N.W.T. Noel. See Nowell. Nogold ; creek, tributary to Stewart river, Yukon. Nohomill" creek and Indian reserve, near Lytton, Yale district, B.C. (Not No-ho- meen.) Noire (riviere) ; river, flowing into the St. Lawrence below St. Simeon, Charlevoix Co., Que. Noix (lie aux) ; island, Eichelieu river, St. Johns county. Que. (Not Fort Lennox.) Nolin* island, at junction of Attawapiskat and Boulder rivers, Patricia, Ont. Nomining ; lake, post office, and railway station, Ottawa Co., Que. (Not Nominingue.) Nonwatin; lake and river, tributary to Black Sturgeon river, south of L. Nipigon, Thunder Bay district, Ont. (Not Nonwatan.) Nonwatinose ; lake, on Black Sturgeon K., S. of L. Nipigon, Thunder B. district, Ont. NoolU. See Nulki. Noores. See Bath. Norhury ; lakes, east of Kootenay R., S. of Steele, Kootenay district, B.C. (Not Fish.) Nordegg- river tributary to Brazeau river, central Alberta. (Not Little Brazeau.) Nordenskiold; river, tributary to Lewes river, Yukon. Norns; mountains, southeast of Airy mountain, Kootenay district, B.C. Norquay ; mount, northwest of Banff, Alta. Norse- lake, north of Rosamond lake, Kenora district, Ont. (Not Nurse.) North- bay, north shore of Hudson strait, N.W.T. North ;' channel, between Manitoulin I. and N. shore of L. Huron, Manitoulin dist., Ont. North' lake, on international boundary, Tliunder Bay district, Ont. North; lake, Harburn township, Haliburton county, Ont. North See Gladys. North. See Hall. North. See Langara. GEOGRAPHIC BOARD OF CANADA 125 SESSIONAL PAPER No. 25d North. See Old Factory. North Albert; peak, northwest of Albert peak. Selkirk Mts. Kootenay district, B C. North Antler. See Gainsborough. North Corner. See Norths. North Cornwall. See Cornwall. NortTi Devon. See Devon. North Duck; river, flowing- easterly and northerly to Duck bay, lake Winnipegosis, ILan. (Not Duck River North.) North Branch (Kicking Horse R.) See Amislavi. Northeast; bay, Shabogama lake, Abitibi territory, Que. Norihfield. See Hennigar. North Foreland. See Long. North Foreland. See Queen Elizabeth. North Fork. See Yoho. North Fowl; lake, on international boundary, Thunder Bay district, Ont. (Not Hen.) North Heart; river, tributary to Peace river, below Smoky river, Alberta. North Lincoln. See Ellesraere. North Lizard. See Rowe. North Mya. See Miscou. North Nation. See Petite Nation. North of Halfway. See Meule. North Peak. See Garibaldi hill. North Porpoise. See Ridley. Northport; shoal and village, Sophiasburg township. Prince Edward county, Ont. North Rustico; lightstation and post village, Queens Co., P.E.I. (Not Grand Rustico ) Norths; post village, Kings county, N.S. (Not North Corner.) North Skeena. See Inverness. North Somerset. See Somerset. North Star; hill, north of St. Mary river, Kootenay district, B.C. Northumberland; channel, between Gabriola and Vancouver islands, B.C. Northumberland. See Cumberland. North Vermilion; settlement, on north side of Peace river, Alta. Northwest Ang-le; also Northwest Angle inlet, Lake of the Woods, international boundary, Man., Ont. and U.S. North Wiltshire. See "Wiltshire. North Wind; lake, southeast of Humboldt bay, L. Nipigon, Thunder Bay district, Ont. (Not North Wing.) Norway; island, northeast of Kuper island, southeast coast of Vancouver I., B.C. Notre-Dame-du-Portage ; post village, Temiscouata county, Que. Nose. See Ribstone. Nottaway; rivor, flowing from ^Fattagami lake into James bay. Abitibi territory. Que. (Not Noddawai nor Nodway.) Notukeu; creek, flowing easterly into Wood rivor, southern Saskatchewan. Novelist. See Palmer. Nowell; channel, in easterly portion of Queen Charlotte sound, B.C. (Not Noel.) 126 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Noyes; mmiut, southeast of Waterfowl lakes, Eockj- mountains, Alta. Nozheiatik; lake, east of Anzhekumming lake, Kenora district, Ont. Nubble; mount, Goschen island, Hecate strait. Coast district, B.C. Nulki; lake, on telegraph trail, south of Nechako R., Coast dist., B.C. (Not Noolki.) Numnehaning. See Nunikani. Nunikani; lake, Sherborne township, Haliburton county, Ont. (Not Numnekaning.) Nuns; island, in the St. Lawrence, near Montreal, Hochelaga county. Que. (Not Nun nor St. Paul.) Nurse. See Norse. Nut; lake and mountain, also Nut Mountain, post office, eastern Saskatchewan. Nutt; post office, Missisquoi county, Que. (Not Nutt's Corners.) Nutt's Corners. See Nutt. Nyarling; river, tributary to Little Buffalo river, south of Great Slave lake, N.W.T. Oak; lake, English river, above Maynard lake, Kenora district, Ont. Oak; lake, Methuen township, Peterborough county, Ont. Oak; point, also Oak Point village, west shore of lake Manitoba, Man. Oakbank; post village, east of Winnipeg, Man. (Not Oak Bank.) Oakland. See Slaughenwhite. Oakville; creek, railway station, and town, Halton Co., Ont. (Not Sixteen Mile creek.) Ohadoiragashing. See Dasserat. Obalski ; lake. Beam, Castagnier, Dalquier and Duverny Tps.. Timiskaming, Que. Obashi; lake, northwest of Attawapiskat lake, Patricia district, Ont. Obasliing; lake, Timiskaming county, Que. (Not Big Obnsbing.) Obashkong; lake, Cassels township, Nipissing district, Ont. Obaska ; lake, north of Grand L. Victoria, Timiskaming county. Que. (Not Obiska.) Obatawagush ; lake, west of Harricanaw river, Abitibi territory, Qvie. Obatogamau; lake, at height of land south of Chibougamau L., Abitibi territory, Qu. . Obiduan; lake, at headwaters of St. Maurice river, Champlain county. Que. Obikoba ; lake, northeast of lake Timiskaming, Timiskaming county. Que. Ohiska. See Obaska. Obonga; lake, west of lake Nipigon, Thunder Bay district, Ont. Oboshkegan; lake, S. of N. T. Ry. and N. of Onaman lake, Thunder Bay dist., Ont. Obowanga; river, northwest of Obonga lake, Thunder Bay district, Ont. O'Brien; creek, at international boundary, west of Cudahy, Yukon. Observation; butte, near Gun lake, north of Nahlin river, Cassiar district, B.C. Observation; peak, east of Peyto lake, Alta. (Not Mount Observation.) Observation. See Jupiter. Ochig; lakes, north of L. St. Joseph, Patricia district, Ont. O'Conor; island. Navy group, St. Lawrence river, Leeds Co., Ont. (Not O'Connor.) O'Connor. See Kaskawulsh. Octave; river, tlowing northeasterly from Chikobi lake to TTarricanaw river, Abitil ' territory. Que. (Not Shi-shi-shi.) GEnORAPHW BOARD OF C AX AD A 127 SESSIONAL PAPER No. 25d Octopus; islands at the entrance to Waiatt bay, Okisollo channel, Coast district, B.C. Odaray; mount, south of Cathedral mountain, Kootenay district, B.C. Odaray; pass, between ]\Its. Duchesnay and Odaray, Yoho park, Eocky Mts., Kootenay district, B.C. Odei; river, tributary to Burntwood river, Manitoba. (Not Sahpoochaway.) Odellach; river, tributary to Tobique river, Victoria county, N.B. (Not Otelloch.) Odin; mount, west of Upper Arrow lake, Kootenay district, B.C. O'Donnel; river, emptying into E. side of Atlin L. Cassiar, B.C. (Not Dixie creek-) Oesa; lake, southwest of mount Lefroy, Kootenay district, B.C. Ogaili; lake, on "VTenasaga river, northwest of lac Seul, Patricia district, Out. (Not Oganie nor Powingow.) Ogden; mount, northwest of Hector station, Rocky mountains, Kootenay district, B.C. Ogilvie; creek, emptying into the north end of lake Laberge, Yukon. Ogilvie; post on Yukon river, near the mouth of Sixtymile river, Yukon. Og^lvie; range of mountains, central Yukon. Ogilvie; valley, north of lake Laberge, Yukon. Ogoki ; lake and river, tributary to Albany R., Thunder Bay dist., Ont. (Not Tiernan.) Ogre; peak, near headwaters of Amiskwi river. Rocky Mts., Kootenay district, B.C. O'Hara ; lake, west of mount Lefroy, Rocliy Mts., Kootenay dist., B.C. (Not Cascade.) Oies (cap aux) ; cape, below Coudres island, St. Lawrence river, Charlevoix county. Que. English usage Goose cape, which see. Oiseau; lake and river, southeast of lake Winnipeg, Man. (Not Bird.) Oke; mount, south of Misko pass, Yoho park. Rocky Mts., Kootenay district, B.C. O'Keefe; mount, between Sloko and Silver Salmon rivers, Cassiar district, B.C. Okemasis; lake, east of Carlton, central Saskatchewan. (Not Stony.) Okikodosik; river, flowing southwesterly into Abitibi lake, Timiskaming, Out. and Que. (Not Okikodosec.) Okisollo; channel, between Quadra and Sonora Is., Coast dist., B.C. (Not Okishollow.) Okotoks; mountain, post oifice, and railway station, southern Alberta. Old Bluff. See Yeo. Old Factory; river, emptying into James bay, New Quebec. (Not North.) OldfieM. See Hays. Old Fort ; bay and point, in southwestern portion of Athabaska lake, also river flow- ing into the bay, Alta. Oldman; river, tributary to Belly river, Alta. (Not Old Man's.) Oldman; rock, Yukon river, betAveen Cudahy and international boundary, Yukon. Old Wives. See Chaplin. Oldwoman; rock, Yukon river, near Oldman rock, Yukon. Olga; lake, southeast of Mattagami lake, Abitibi territory, Que. Olga; river, north shore of Hudson strait, N.W.T. Olive; mountain, northeast of mount Gordon, Rocky mountains, Alta. Oliver; mount, southwest of Mount Bonney, SeUvirk mountains, Kootenay district, B.C. Olivine; mountain, south of Tulameen river, Yale district, B.C. Olomanoshibo ; river, Saguenay Co., Que. (Not Olomanosheebo nor Olomonasheebou.) Omanek; l-land, oa^-t shore L'ngava bay. New Quebec. 128 DEPARTMEyr OF THE IXTERIOR 4 GEORGE v., A. 1914 Omatuwi; lake, north of Split lake, Nelson river, Manitoba. (Not 0-Ma-Tou-Wi.) Ombabika; bay, island, and river, N. shore of L. Nipigon, Thunder Bay district, Ont. Omenica. See Oroineca. Omineca; mountains and river, Cassiar, B.C. (Not Omenica, Ominica, nor Omeneca.) Onamakawash ; lake, southwest of Smoothrock lake, Thunder Bay district, Ont. Onaman; lake and river, emptying into Humboldt bay, Nipigon lake. Thunder Bay district, Ont. (Not Onamanisagi.) Onamanisagi. See Onaman. Onatamini ; brook, flowing into Wekusko lake, Manitoba. Onderdonk; point, Ameliasburg township. Prince Edward county, Ont. O'Neil; island, west of Grenadier island, St. Lawrence river, Leeds county, Ont. (Not Bluff nor Hog.) O'Neil; post office, Huntingdon Co., Que. (Not O'Neil's Corners nor O'Neil Corners.) O'Neill's Corners. See O'Neil. Oneman; lake, English E., Kenora district, Ont. (Not Lone Man's nor One Man's.) Onkammis; lake, at headwaters of St. Maurice river, Champlain county, Que. Ooshootim. See Wuskwatim. Ootsa; lake, southwest from Francois lake, Coast district, B.C. (Not Ootsabunket.) Opabin; creek, tributary to Brazeau river, central Alberta. (Not Boulder nor Rocky.) Opachuanau ; lake, on Churchill river, below Nemei river, Sask. (Not Pachewanow.) Opal; mountains, east of Kananaskis river. Rocky Mountains park, Alta. OpamisJca. See Opemiska. Opasatika; lake, south of Abitibi lake, Timiskaming county. Que. Opatawaga; lake, northwest of Mattagami lake, Abitibi, Que. (Not Opiwatakan.) Opawika; river, tributary to Waswanipi river, Abitibi territory. Que. Opegano; lake, on Burntwood river, Manitoba. Opemiska; lake, west of Chibougamau lake, Abitibi territory, Que. (Not Opamiska.) Opeongo; railway station and river, in southeastern portion of Algonquin National park, Nipissing district, Ont. (Not Great Opeongo lake.) Opequanne. See Opikwan. Opequon. See Opikwan. Ophir; creek, tributary to Indian river, Yukon. Opichuan; river, flowing to Nameiben L., Thunder Bay dist., O. (Not Opichewan.) Opikeigen; lake, northwest of Eabemet lake, Patricia district, Ont. Opikwan ; lake, upi)er waters of Ottawa river, Pontiac county. Que, (Not Opequanne nor Opequon.) Opinaca. See Opinaka. Opinaka; river, tributary to Eastman river. Now Quebec. (Not Opinnca nor Straight.) Opinnagau; river, north of Ekwan river, Patricia district, Ont. (Not Upinnakaw.) Opitsat; Indian village, southwest end of ]\[eares island, Clayoquot sound, Vancouver island, B.C. (Not Clayoquot.) Opiwatakan. See Opatawaga. Oponask; lake, northeast of Sachigo lake, Patricia, Ont. (Not Little Sachigo.) Opuntia; lake, southeast of Tramping lake, Sask. GEOGRAPnra board of caxada 129 SESSIONAL PAPER No. 25d Orchard; point, opposite Atherley, at northern end of lake Simcoe, Simcoe county, Ont. Orchay; river, tributary to Pelly river, west of Ross river, Yukon. Ord; lake, southwest of Mclntyre bay, L. Seul, Kenora dstrict, Ont. (Not Long.) Orient. See Pijitawabik. Orignal; bay and cape, Rimoueki county, Que. (Not Arignole.) Orignaux (pointe aux) ; point, St. Lawrence river, Kamouraska county. Que. Orleans; post office, Gloucester Tp., Carleton Co., Ont. (Not St. Joseph d'Orleans.) Orme (anse a 1') ; (cap a 1') ; (riviere a 1') ; bay, cape, and river, Jacques Cartier county. Que. (Not Tortue river.) Oromocto; island, lake, river, village, Sunbury and York Cos., N.B. (Not Oronoctn.) Oronocto. See Oromocto. Ortell; mount, in Tasin mountains, Yukon. Osborn; bay, west side of Stuart channel, Vancouver island, B.C. Osbom; cove, in upper portion of Prince Rupert harbour, Coast district, B.C. Osbourne; bay. Eagle lake, Kenora district, Ont. (Not Osbourne's) Osgoode; movmt, between forks of Macmillan river, Yukon. Osier. See Hosier. Osipasinni; lake, east of Kakagi lake, Kenora district, Ont. (Not Boulder.) Osisko; lake, southeast of Abitibi lake, Timiskaming county. Que. Oskelaneo; lake, at headwaters of St. Maurice river, Champlain county, Que. Osnabruck; township, and Osnabruck Centre, post village, Stormont county, Ont. (Not Oznabruck.) Osoyoos; lake, on international boundary, Yale district, B.C. (Xot Osooyos.) Ospwagan; lake, north of Paint lake, Manitoba. (Not Pipe nor Pipestone.) Ostrander; point, Marysburg township. Prince Edward county, Ont. (Not Gravelly.) O'Sullivan; lake, at headwaters of Ottawa river, Montcalm county, Ont. O'Sullivan; post office, York county, Ont. (Not O'Sullivan's Corners.) O'Sullivan; river, flowing through Puskitamika lake into Waswanipi lake, Abitibi Tvrritory, (^ue. , Otakus; lake, north of Berry lake, Kenora district, Ont. (Not Otakoose.) Otanabi ; lake, northwest of Grand L. Victoria, Timiskaming, Que. Otanwau; river, tributary to Lesser Slave river, Alta. (Not O-Tow-Wow.) Otchisk; river, tributarj^ to Waswanipi river, Abitibi territory. Que. Otelloch. See Odellach. Otoskwin; lake and river, tributary to Badesdawa L., upper Winisk R., Patricia, Ont. 0-Tow-Wow. See Otauwau. Ottawa; city, Carleton county, Ont. Ottawa; creek, tributary to Dominion creek, Yukon. Ottawa ; lake, in Joliette county, Que. Ottawa ; river, which in lower portion forms the boundary between Ont. and Que. Otter; point, west of Sooke bay, Vancouver island, B.C. Otter. See Big Otter. Otter. See Fantail. ■2r>d—0 130 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Otterhead; river, tributary to Kicking Horse river, Kootenay district, B.C. Ottertail; falls, in Ottertail river, above Goodsir creek, Yoho park. Rocky Mts., Kootenay district, B.C. Ottertail; river, mountain range, and railway station, Kootenay district, B.C. Otty; island. Navy group, St. Lawrence river, Leeds county, Ont. Ouasiemska. See Washimeska. Oulac. See Aulac. Outer Bay of Long Pt. See Long Point bay. Outer Duck ; island, east of Great Duck island, the most southerly of the Duck islands, Manitoulin district, Ont. Outer Sturgeon. See McCreary. Oval. See Kawawia. Overflow; lake, on Qlga river, north shore of Hudson strait, N.W.T. Overflowing; river, emptying into northwest end of L. Winnipegosis, Man. Owen; bay, north shore of Okisollo channel, Coast district, B.C. Owen; channel and island, between Manitoulin and Fitzwilliam islands, IManitoulin district, Ont. Owen; island, Navy group, St. Lawrence river, Leeds county, Ont. Owen; mount, south of Cathedral mountain, Kootenay district, B.C. Owen ; point, between Athol and Wellington bays, Pr. Edward Co., Ont. (Not West.) Owl; river, flowing from Heart lake to L. LaBiche, central Alberta. Ox • point, the western extremity of point Anne, Thurlow township, Hastings Co., Ont. Oxdrift; railway station, Kenora district, Ont. Oxstall. See Ecstall. Oxtongue ; lake and river, Haliburton county, Ont. (Not Ox Tongue.) Otjster (harbour). See Ladysmith. Oyster; peak, west of mount Douglas, Rocky mountains, Alta. Ozndbruch. See Osnabruck. Ozhiski; lake, southwest of Attawapiskat lake, Patricia district, Ont. Ozhuskans; rapids, upper Winisk river, Patricia district, Ont. Pachena; point, south of Pachena bay, west coast of Vancouver island, B.C. (Not Beegadoss nor Beeghadoss.) Pachewanow. See Opachuanau. PacTchoon. See Pakhoan. Paddle ; river, tributary to Pembina river, Alta. Paddle. See Boyer. Paddling; lake, north of Blaine lake, central Saskatchewan. Pagaonga. See Papaonga. Pagato; lake and river, tributary to Churchill R., east of Reindeer R. central Sask. Page; lagoon, south of Hammond bay, southeast coast of Vancouver island, B.C. Page; point, Ladysmith harbour, east coast of Vancouver island, B.C. Paget ; peak, northwest of Hector station. Rocky moimtains, Kootenay district, B.C. GEOGRAPHIC BOARD OF CANADA 131 SESSIONAL PAPER No. 25d Pagwachuan; lake, and river tributary to Kenogami river, Algoma and Thunder Bay districts, Ont. (Not Bagutchuan river, Pawgutchewan river, Powgukhuan lake, nor Pawghtchewan lake.) Paincourt; post village, Kent county, Ont. (Not Dover South nor Pain Cour.) Painkiller. See Gamskagamik. Painsec; post village and Ey. station, Westmorland Co., KB. (Not Painsec Junction.) Paint; lake and river, tributary to Grass river, Manitoba. (Not Manuminan.) Paisley; point, Douglas channel, west of Maitland island. Coast district, B.C. Pakhoan; lake, on Severn river, Patricia, Ont. (Not Little Cedar nor Packhoon.) Pal'itanika. See Blouin. Pah-oghJcee. See Pakowki. Pakonsigane ; river, upper waters of Manuan river, St. Maurice county, Que. Pakowagaming. See Pakowkami. Pakowcaming. See Pakowkami. Pakowkami; lake, in Gladstone township, Algoma district, Ont. (Not Pakowaga- ming nor Pakowcaming.) Pakowki; lake, southeastern Alberta. (Not Pakokee, Pak-oghkee, nor Peekopee.) Pakwa; lake, on Grass river, Manitoba. (Not Pakwahigan, Paquehigan nor Sandy.) Pakwahigan. See Pakwa. Pakwash; lakes, northwest of lac Seul, Patricia district, Ont. (Not Little Shallow, Paquash nor Shallow.) Palisade; mountain, northwest of Sir Sandford range, Selkirk mts., Tvootenay, B.C. Palliser; mountain range, pass and river, Eocky mountains, Kootenay, B.C. Palmer; mount, easterly termination of Sir Sandford range, creek tributary to Gold river, also glaciers in the Selkirk mountains, Kootenay district, B.C. (Not Novelist creek and mountain, nor west branch of Gold river.) Palmer Bar; creek, tributary to Moyie river, Kootenay district, B.C. Pantage; lake, on telegraph trail, south of Blackwater river, Cariboo district, B.C. (Not Pelican.) Panther; river, flowing northeasterly into Eed Deer river, Eocky mountains, Alta. Papaonga; river, tributary to Wenasaga river, above Slate lake, Patricia district. Ont. (Not Papagonga.) Papineau; brook and lake, Wicklow township, Hastings county, Ont, Papineau; lake, Ottawa county. Que. (Not Lac du Commandant.) Papineau d' Abbotsf ord ; post office and railway station, Eouville county, Que. Paquash. See Pakwash. Paquehigan. See Pakwa. Paqnin; lake, northwest of Crean lake, central Saskatchewan. (Not Cross.) Paradise; mountain peak, south of Sloko river, Cassiar district, B.C. Paradise; valley, north of mount Temple, Alta. Paradise. See Lodestone. Parc-Laval; post office, Laval county, Que. Parisian. See Parisienne. Parisienne (ile) ; island, Whitefish bay, L. Superior, Ont. (Not Parisian island.) Parizeau; point, on east cpast of Digby L, Prince Rupert harbour, Coast dist, B.C. 25d— 9i 132 DEPARniENT OF THE IXTERIOR 4 GEORGE v., A. 1914 Park; mount, west of mount Biddle, Eocl^y mountains, Kootenay district, B.C. Parker; creek, tributaiy to Klondike river, Yukon. Parker; island and landing, south of Skute point, Bruce county, Ont Parkhill; village and railway station, Middlesex county, Ont. (Not Park Hill.) Parkins; cape, at west entrance to Quatsino sound, Vancouver island, B.C. Parks; lake, southeast of lake Nipigon, Thunder Bay district, Ont. Parrsboro; parish, river, and town, Cumberland county, N.S. (Not Parrsborougk) Parry; bay, southwest of Esquimalt, Vancouver island, B.C. Parry wood; railway station, Kenora district, Ont. Parson; rock. Active pass, strait of Greorgia, New Westminister district, B.C. Parfipique. See Portapique. Parton; river, tributary to Tatshenshini river, Cassiar district, B.C. Partridge; creek, flowing into Wheaton river, also pass, southern Yukon. Partridge ; falls, Pigeon R., near Grand portage. Int. boundary, Thunder Bay dist., O. Partridge Crop. See Pineimuta. Pas; post oiBce and railway station, at the mouth of Pasquia river, Sask. (Not Le Pas nor The Pas.) Previous decision revised. Pasayten; river, tributary to Similkameen river, Yale district, B.C. (Not Pasayton.) Pashashibu; bay, Saguenay county. Que. (Not Pashasheeboo.) Pasiminikana ; lake, at headwaters of St. Maurice river, Champlain county. Que. Pashkokogan; lake and river, southeast of L. St. Joseph, Thunder Bay district, Ont Paskagama; lake, upper waters of ]\rigiskan river, Pontiac county, Que. PaslceJcegan. See Piskahegan. Pasquia; range of hills, also river tributary to the Saskatchewan, '^^anitoba and Sask. (Not Basquia nor Basquian.) Pass. See Blakiston. Patauqiiin. See Petauguin. Patience; lake, Tp. 36, R. 3, W. of 3 M., southern Saskatchewan. Patterson; bay and point, St. Lawrence river, Yonge township, Leeds county, Ont. (Not Chimney Isiland point.) Paudash; brook, lake, and post office, Cardiff township, Haliburton county, Ont. Pangh; lake, Shenvood towship, Renfrew county, Ont. Pauktorvik; island, southwest shore Ungava bay, New Quebec. Paul; creek and lake, tributary to N. Thompson river, north of Kamloops, Yale district B.C. (Not Reservation.) Paul; mount, near southeast end of !Maligne lake, Rocky Mts., western Alberta. Pawghtchewan. See Pagwachuan. Paivgutchewan. See Pagwachuan. Payoonan. See Peonan. Payne; lake, and river emptying into Ungava bay. New Quebec. (Not Tasurak.^ Peace; hills, west of Wetaskiwin, central Alberta. Peace; large river, Cariboo district, B.C., and northern Alberta. Peach; island, at outlet of lake St. Clair, Essex county, Ont. (Not Isle aux Peches.) Peak; lake, southwest of Dinorwic lake, Xenora district. Ont. Pear. See Dromedary. GEOGRAPHIC BOARD OF CAyADA 133 SESSIONAL PAPER No. 25d Peai'ce; mount, northwest of Mt, McNicoll, Sell^irk Mts., Kootenay district, B.C. Pearson; island, west of Belanger point and east of Greene island, Manitoulin dis- trict, Ont. (Not Little Grant.) Peashteehee. See Piashti. Peavine; creek, tributary to Moyie river, Kootenay district, B.C. Pehhle. See Lowes. Peck: lake, south of ^linistikwan lake, central Saskatchewan. (Xot Little Fishing.) Peckagomique. See Becagnimec. Pedder; bay and inlet, south of Parry bay, Vancouver island, B.C. Peechee; mount, south of Mt. Girouard, Eocky mountains. Alberta. Peekopee. See Pakowki. Peel; island, northeast of Grenadier island, St. Lawrence river, Leeds county, Ont. (Not Prince Edward nor Tent.) Peel; shoaJ, off Peel island, northeast of Grenadier island, St. Lawrence river, Leeds county, Ont. (Not Tent Island shoal.) Pee-pee-Jce-wah-ie-kung. See Pipikwabi. Peerless; lake, Tps. 87 and 88, Pges. 4 and 5, TV. 5th M., Alta. (Not Trout.) Peeshaho. See Pishabo. Pegamasai ; lake, in ITontgomery township, Algoma district, Ont. (Not Pegamasay.'. Peggy Cove; village, Halifax county, N.S. ( Vnt Peggy's Cove.) Pe-Tcange-Jcum. See Pikangikxmi. Pehangikum. See Pikangikum. Pekisko; creek, tributary to Highwood R., Alta. (Not Middle Branch of Highwood R. Pelee; island and point, and Pelee Island post office, Essex county, Ont. (Not Pele nor Pointe Pelee.) Pelerin; post settlement, Kent county, N.B. (Not Pelering nor Puellering.) Pelerins (Les) ; islands, St. Lawrence river. Kamouraska county, Que. English usage: Pilgrim islands, which see. Pelican; lake, north of Minnitaki lake, Kenora district, Ont. Pelican. See Chitek. Pelican. See Lavallee. Pelican. See Pantage. Pelican. See Primeau. Pelletier; lake, Rouyn township, also creek flowing from the lake to Kekeko lake, Timiskaming county, Que. (Not Lorenzo.) Pelly; mountains, lakes, and river, Yukon. Pemberton; meadows, on Lillooet river, above Lillooet lake, also pass, portage, and post office, betweeen Anderson and Lillooet lakes, B.C. Pembina; mountain and river, southern Manitoba. Pembina; river, tributary to Athaba.ska river, central Alberta. Pembina. See Christina. Pembroke. See Allumette. Pen; lake, Nightingale township, Haliburton county, Ont. Penassi; lake and river, west of Manitou lake, Kenora district, Ont. Pencil; lake. Cavendish township, Peterborough county, Ont. 134 DEPART.]! EXT OE THE INTERIOR 4 GEORGE v., A. 1914 Pender; island, in southern portion of the strait of Georgia, B.C. Pender. See Brabanf. Pender. See Walkem. Pend d'Oreille; river, flowing into Columbia river, near the international boundary, Kootenay district, B.C. Penetangore ; river, emptying into lake Huron at Kincardine, Bruce county, Qnt. Penetanguishene ; town, Simcoe county, Ont. (Not Penetang.) Penitentiary; shoal, southwest of Kingston, Frontenac Co., Ont. (Not Prince Eegent.) Penny. See Cumberland. Penrose; mount, in forks of Bridge river, Lillooet district, B.C. Pentamerus; point, Crane bay, lake Manitoba, Man. Pentecote; river, Saguenay county. Que. (Not Pentecost.) Peonan; creek, tributary to Saskatchewan river, near Ft.-a-la-Corne, Sask. Peonan; point, in northerly part of lake Manitoba, Man. (Not Payoonan.) Pepechekau. See Pipishikau. Pepin; point, east entrance Tuck narrows, Prince Rupert harbour. Coast dist., B.C. Pepisquew. See Weibikwei. Pequaket. See Pikwaket. Perault. See Perrault. Perch; island, northeast of Gordon I., St. Lawrence R., Leeds Co., Ont. (Not Reed.) Percy; lake, Harburn township, Haliburton county, Ont. PereauU. See Perrault. Pereleshin; mountain, near Stikine R., between Anuk and Scud Rs., Cassiar dist., B.C. Peribonka; river, emptying into lake St. John, Que. (Not Peribonca.) Perkins; creek and peak, north of Pugh peak, southern Yukon. Perkins; rock, S.W. of Ruel shoal, entrance to Key harbour. Parry vSound dist., 0. Perley rock; mountain spur, near Terminal peak, Selkirk Mts., Kootenay district, B.C. PerpisawicTc. See Petpeswick. Perrang; cove, east shore of St. Margaret bay, Halifax county, N.S. (Not Perrin.) Perrault; lake, west of Mclntyre bay, L. Seul, Kenora district, Ont. (Not Perault nor Pereault.) Perrin. See Perrang. Perry; creek, tributary to St. Mary river, Kootenay district, B.C. Perry; ridge, west of Slocan river, Kootenay district, B.C. (Not Perry's.) Perseverance; island, west of Fitzwililiam island, IManitoulin district, Ont. Persil (port au) ; bay, Charlevoix county. Que. Perther's. See Perthes. Perthes; point, in northerly portion of Tagish lake, Yukon. (Not Perther's.) Petatstehupaii. See Petitsikapau. Petauguin; lake, in Galbraith township, Algoma district, Ont. (Not Pataguin.) Petawawa; military reserve, railway station, river, township, and village. Renfrew county, Ont. (Not Petewawa.) Petcoudiac. See Petitcodiac. Peter; rock, off the north shore of L. Ontario, between Cobourg and Port Hope, North- umberland county, Ont. (Not Gale island nor Gull rock.) GEOGRAPHIC BOARD OF CANADA 135 SESSIONAL PAPER No. 25d Peter's. Se« Fetrie. Peterson; lake, southeast of Cobalt, Timiskaming district, Ont. Peterson; range of mountains, northwest of lake Laberge, Yukon. Peters Road; village. Kings county, P.E.I. (Not Peter's Eoad.) Petewawa. See Petawawa. Pethick; point, on east side of Prince Kupert harbour, Coast district, B.C. Pethinue; peninsula, Great Slave lake, N.W.T. (Not Peth-the-nu-eh.) Petishikupau. See Petitsikapau. Petit Chicot. See Chicot. Petitcodiac; river, Albert and Westmorland counties, N.B. (Not Petcoudiac nor Petit Coudiac.) Petitdegrat; inlet, island, and post office, Richmond county, N.S. (Not Petit Degrat nor Petit de Grat.) Petite. See Walton. Petite lie aux Gygnes. See Sevigny. Petite-Nation; river, tributary to the Ottawa, from the north. (Not Nation nor North Nation.) Petite Nation. See South Nation. Petit-Rocher; post village and railway station, Gloucester county, N.B. (Not Petite Roche nor Petite Eocher.) Petitsikapau; lake, north of iishuanipi river, New Quebec. (Not Petatstekupau, Petishikupan, nor Petshikupau.) Petpeswick; harbour, inlet, lake, and post office, Halifax county, N.S. (Not Perpisa- wick nor Petpiswick.) Petrie; reef, at east entrance to Sydney harbour. Cape Breton county, N.S. (Not Peter's, Petre, nor Petrie's.) Petrolia; town, Lambton county, Ont. (Not Petrolea.) Petshikupau. See Petitsikapau. Peveril; mountain jpeaks, southwest of Goodwin creek, Cassiar district, B.C. Peyto; glacier and lake, northwest of Bow lake, Alta. (Not Peyto's nor Glacier lake.) Pheasant; creek and hill, north of Qu'Appelle river, southeastern Saskatchewan. Phelan; railway station, north shore of Skeena river, Coast district, B.C. Philip; river, emptying into Northumberland strait, N.S. (Not Phillip.) Philips; cove, east of Pillsbury cove. Prince Rupert harbour, Coast district, B.C. Philips; point, east coast of Digby I., Prince Rupert harbour. Coast district, B.C. Phillip. See Philip. Phillips; shoal, northeast of Main island, entrance to Key harbour, Georgian bay, Parry Sound district, Ont. Philmonro; settlement. Kings county, N.B. (Not Philmaro nor Philomaro.) Phoebe; point, northwesterly point of Fitzwilliam island, Manitoulin district, Ont. Photograph; mountain, Kitimat arm, Coast district, B.C. Piapot; creek, flowing into Crane lake, southwestern Saskatchewan. Piashti; bay and river, Saguenay county, Que. (Not Peashte-bai, Piastre bay, nor Peashteebee river.) Piastre. See Piashti. 136 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Piche; lake, Dubuisson and Fourniere townships, Timiskaming county, Que. (Not High Water nor Kamoukakwiti.) Pichenninnis ; brook, flowing into Butler lake, Kenora district, Ont. Pichinamei ; lake, south of Attawapiskat lake, Patricia district, Ont. Pickering. See Frenchman. Pickitigouching. See Pikitigushi. Pickle; lake, east of Kapkichi lake, upper Winisk river, Patricia district, Ont. Pickwaket. See Pikwaket. Picnic. See Cockburn. Picnic. See Stovin. Picture Narrows; lake, west of Manitou lake, Kenora district, Ont. Piegan; creek, flowing into Sevenpersons coulee, southeastern Alberta, Pieromonta; river, emptying into Kempt lake, St. Maurice county. Que. Piers; island, Satellite channel, southeast coast of Vancouver I., B.C. (Not Pier.) Pigeon; bay, falls and point, also river flowing into the bay and forming part of the international boundary. Thunder Bay district, Ont. Pigeon; mountain, south of Bow river, Eocky Mountains park, Alta. Pijitawahekong. See Pijitawabik. Pijitawabik; bay, east of mouth of Nipigon river, L. Nipigon, Thunder Bay district, Ont. (Not Orient, Pijitawahekong, Pijitawbikong, nor Pittiwabikong.) Pijitawahekong. . See Pijitawabik. Pijuwyan; lake, and river tributary to Waswanipi river, Abitibi territory, Que. Pika; peak, northeast of Laggan, Rocky mountains, Alta. Pikangikum; Indian reserve and lake, on Berens river, Patricia district, Ont. (Not Pe-kange-kum nor Pekangikum.) Pikapao; river, tributary to Moisie river, Saguenay county. Que. (Not Pikopao.) Pike; lake, mountain, and river, south of Atlin lake, Cassiar district, B.C. Pikitigushi; river, emptying into the northern end of Nipigon lake, Thunder Bay district, Ont. (Not Pickitigouching nor Muddy.) Pikopao. See Pikapao. Pikwaket; brook and mountain. Kings county, N.3. (Not Pequaket nor Pickwaket.) Pilgrim; islands ('The Pilgrims'), also shoal, St. Lawrence river, Kamouraska county. Que. French usage: Les Pelerins, which see. Pilkington; mount, north of Blaeberry river, Eocky Mts., Kootenay district, B.C. Pillsbury; cove, east of Venn passage, Prince Eupert harbour. Coast district. B.C. Pilot; bay, Gabriola island, southeast coast of Vancouver island, B.C. Pilot ; bay and point, and Pilot Bay settlement, Kootenay lake, Kootenay district, B.C. (Not Cape Horn nor Pirate bay.) Pilot; island, northeast of Grenadier island, St. Lawrence river, Leeds county, Ont. Pilot; lake, Burleigh township, Peterborough county, Ont. Pilot; point, southeast corner of Gribbell island. Coast district, B.C. Pimbury; point, Departure bay, Vancouver island, B.C. (Not Pinbury.) Previous decision revised. Pinhury. See Pimbury. GEOGRAPHIC BOARD OF CAXADA 137 SESSIONAL PAPER No. 25d Pinched-neck ; lake, at headwaters of Kupert river, north of Mistassiui hike. Mis- tassini territory, Que. Pine; island, near Key harbour, Georgian bay, Parry Sound district, Ont. Pine; lake, northwest of Gunflint lake, international boundary. Thunder Bay district, Ont. (Not Island Portage lake.) Pine ; point, Weller bay, Ameliasburg township. Prince Edward county, Ont. Pine. See Clark. Pine. See Mermaid. Pine. See Minago. Pine. See Shingwak. Pine channel. See Kapikik lake. Pine Island lahe. See Cumberland lake. Pineimiita; lake, west of L. St. Martin, Manitoba. (Not Partridge Crop.) Pineroot; river, emptying into Athapapuskow lake, Manitoba. Pine Tree; harbour and point, southeast of Jolmston harbour, Bruce county, Ont. Pine Wood. See Frederick. Pingston; creek, west of Upper Arrow lake, Kootenay district, B.C. Pink; river, flowing northeasterly into Reindeer lake, Sask. (Not Vermilion.) Pinnacle; mountain, southwest of mount Temple, Alta. Pinnacle. See Cathedral. Pinto; butte, also creek tributary to Wood river, Sask. (Not Pinto Horse.) Pipe. See Ospwagan. Pipestone; lake, south of Cross lake, Nelson river, Manitoba. Pipestone; pass and river. Rocky mountains, Alta. (Not Pipe creek.) Pipestone. See Ospwagan. Pipikwabi; lake, Stanhope Tp., Haliburton Co., Ont. (Not Pee-pee-ke-wah-be-kung.) Pipishikau; river, Sa^enay county. Que. (Not Pepechekau.) Pipmakan; lake, Chicoutimi county, Que. (Not Pipmaukin nor Pitmuakan.) Pirate. See Pilot. Pisarinco. See Lorneville. Pishabo; lake, Cassels township, Nipissing district, Ont. (Not Peeshabo.) Pishidgi; lake, west of lake Nipigon, Thunder Bay district, Ont. Piskahegan; river, tributary to Magaguadavic river, Charlotte county, N.B. (Not Paskekegan nor Piskehagan.) Pita; lake, on Churchill river, below Reindeer river, Saskatchewan. Pitchpine; island. Admiralty group, St. Lawrence river, Leeds county, Ont. Pitmuakan. See Pipmakan. Pitopiko; lake, an expansion of Manuan river, upper St. Maurice river, Champlain county. Que. (Not Pitopieco.) Pitt; creek, tributary to St. Mary river, Kootenay district, B.C. Pittiwahikong. See Pijitawabik. Pitts; mount, southwest of the junction of Yukon, Lewes and Pelly rivers, Yukon. Pizustigwan; river, northwest of Attawapiskat lake, Patricia district, Ont. Plateau; creek, flowing into Torres channel, Atlin lake, Cassiar district, B.C. Pleasant; point, the eastern extreme of Prince Edward county, Ont. (Not Indian.) 138 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Plover; island, west coast Ungava bay, New Quebec. Plum; creek and lake, tributary to Souris river, southwestern Manitoba. Plumper; passage, channel between Discovery and Chain islands, Haro strait, New Westminster district, B.C. (Not Discovery.) Plumper's. See Active. Poboktan; creek, flowing northwesterly into Sunwapta river, also pass at head of the creek. Alberta. PocTcmouche. See Pokemouche. Pocmouche. See Pokemouche. Pocowagamis. See Pokowagamis. Pohenagamuk; lake and post office, Pohenegamook township, Kamouraska county, Que. (Not Pohenagamooke nor Pohenegamook.) Point; river, flowing into Sagemace bay, lake Winnipegosis, Manitoba. Point Brule. See Brule. Point de Bute. See Pont-a-Buot. Pointe-a-la-Garde ; village, Bonaventure county, Que. (Not Pointe la Garde.) Reversal of previous decision. Pointe-au-Pic ; village, Charlevoix county. Que. Pointe-des-Monts; post office, Saguenay county, Que. (Not Pointe de Monts.) See also Monts. Point Edward; town, Lambton county, Ont. Point Fortune; post village, Vaudreuil county, Que. Pointe Pelee. See Pelee. Pointe-Platon ; post settlement, Lotbiniere county, Que. (Not Point Platon.) Point-no-point. See Glacier. Point Sapin; post village, Kent county, N.B. Point Wolf; town, Albert county, N.B. (Not Point Wolfe.) Pokemouche; river, Gloucester county ,^ N.B. (Not Pockmouche nor Pocmouche.) Poker; creek, branch of Walker creek, near international boundary, Yukon. Pokesudi; island, at west entrance to Shippigan harbour, Gloucester county, N.B. (Not Poc Sudie, Poksudi, Pokesudie, Pokesuedie, nor Pokesoudie.) Pokiok; river and village, York county, N.B. (Not Pokiock nor Poquiock.) Pokkattawagan. See Pukkatawagan. Pokowagamis; lake, and river tributary to Eel river, York county, N.B. (Not Poco- wagamis nor Pocowogamis.) Pollinger; mount, northeast of Kiwetinok peak, Rocky Mts., Kootenay district, B.C. Ponass; lake, Tp. 38, R. 14, W. 2 M., Sask. Ponhook; lake, in western portions of Halifax and Hants Cos., N.S. (Not St. Croix.) Pont-a-Buot; village, Westmorland Co., N.B. (Not Point de Bute nor Pointe de Bute.) Pontax; river, emptying into James bay, north of Rupert river, Mistassini territory. Que. (Not Pontiac.) Pontiac. See Pontax.. Pontleroy; lake, Pontleroy township, Timiskaming county. Que. (Not Eel.) Pooh-bah; lake, HuJiter island, Rainy River district, Ont. (Not Pooh-Bah.) Pool. See Poole. GED'GRAPHW BOARD OF CAyADA 139 SESSIONAL PAPER No. 25d Poole; creek, tributary to Birkenhead river, Lillooet district, B.C. (Not Pool.) Poole; island, N. of Grenadier I. St. Lawrence K., Leeds Co., Ont. (Not Pool.) Pooles Resort ; post office and summer resort, Leeds county, Ont. (Not Poole's Kesort.) Popes; peak, Bow range, Eocky Mts., Alta. and Kootenay dist., B.C. (Not Pope's.) Popham; island. Navy group, St. Lawrence river, Leeds county, Ont. Poplar; point, near the mouth of Kupert river, Mistassini territory. Que. Poplar Point; parish and post settlement, on Assiniboine river, Man. Poquiock. See Pokiok. Porcupine; creek, tributary to Stikine K., south of Anuk R., Cassiar dist., B.C. Porcupine; hills, southern Alberta. Porcupine; mountain, northwestern Manitoba and Saskatchewan. Porcupine; point and reef, southeast of cape Hurd, Bruce county, Ont. Porcupine; river, tributary to Yukon river, northwestern Yukon. Porlier; pass, between GaJiano and Valdes islands, strait of Georgia, New West- minster district, B.C. (Not Portier.) Porphyry; creek, flowing to Bulkley E., opp. Sharpe creek, Cassiar district, B.C. Porphyry; island, point, and reef, south of Edward island, Manitoulin district, Ont. Porpoise; channel, between Lelu and Eidley islands, also harbour in south side of Kaien island. Coast district, B.C. Portage; bay, east of Peonan point, in northern portion of L. Manitoba, Man. Portage; bay and point, east of Gatacre point, Manitoulin I., Manitoulin dist., Ont. Portage; lake, west of Knife lake, international boundary, Rainy River district, Ont. Portage-la-Prairie ; parish and city, on Assiniboine river, Man. Portal; peak, east of mount Baker, Alta. (Not Mount Portal.) Portapique; river and village, Colchester county, N.S. (Not Partipique nor Port au Pique.) Port Arthur; lakeport city. Thunder Bay district, Ont. Named Prince Arthur's Landing, in honour of H. R. H. Prince Arthur (Duke of Connaught), by Col. Wolseley, on the occasion of the landing of the troops of the Red River Expedition there, May 25th 1870. Incorporated as the town of Port Arthur, by statute of Ontario, March 25th, 1884. Port-au-Persil ; post village, Charlevoix county. Que. (Not Port Au Persil.) Port-au-Saumon; post village, Charlevoix county. Que. (Not Port Salmon.) Port Bickerton; village, Guysborough county, N.S. (Not Port Beckerton.) Port Burwell; lightstation and village, Elgin county, Ont. (Not Big Otter Creek lightstation.) Port Daniel; harbour and village, Bonaventure county. Que. (Not Port Daniel East nor St George Port Daniel.) Port Daniel East. See Port Daniel. Port Ehert. See Port Hebert. Port Elgin; town, Bruce county, Ont. Port Essington. See Essington. Porter; creek, tributary to Indian river, Yukon. Porter; lake, between Atlin and Gladys lakes, Cassiar district, B.C. Porter; landing, at N. end of Dease L., Cassiar district, B.C. (Not Porter's landing.) 140 DEPARTMENT OF THE INTERIOR A GEORGE v., A. 1914 Porter s Landing. See Porter. Port Hebert; village, Shelburne county, N.S. (Not Port Ebert, Big Port le Bear, Big Port I'Hebert nor Port L'Hebert.) Portland; island, west of Moresby island, southeast coast of Vancouver island, B.C. Portier. See Porlier. Port Joli; village, Queens county, N.S. (Not Port Jolie.) Port Latour; village, Shelburne county, N.S. (Not Port la Tour nor Port Letour.) Port L'Hebert. See Port Hebert. Port Lewis; post oflSce, Huntingdon county, Que. (Not Port Louis.) Port Lome; post office and lighthouse station, Annapolis county, N.S. (Not Marshall Cove nor Port Williams.) Port Louis. See Port Lewis. Port Maitland; lightstation and village, bay of Fundy, Yarmouth county, N.S. (Not Green Cove nor Maitland.) Port Matoon. See Port Mouton. Port Medway. See Medway. Port Metway. See Medway. Port Mouton; village, Queens county, N.S. (Not Port Matoon.) Portobello; stream, emptying into French lake, Sunbury county, N.B. (Not Porto Bello nor Portobella.) Port Williams. See Port Lome. Possession; point, east of Sooke inlet, Vancouver island, B.C Pot-a-V eau-de-vie. See Brandypot. Potato; lake and river, emptying into south side of L. LaRonge, Sask. Pothole; creek, tributary to St. Mary river, southern Alberta. (Not Pot Hole.) Potter; point, Ameliasburg township. Prince Edward county, Ont. Pottersburg ; railway station and village, Middlesex Co., Ont. (Not London Junction.) Pouce-Coupe; river, tributary to Peace river, Alta. (Not Echafaud.) Poulamon; bay, Richmond county, N.S. (Not Poulament nor Poulamond.) Poverty; lake, Monmouth township, Haliburton county, Ont. Povoas; mountain, east of the north end of lake Laberge, Yukon. Power; lake, east of Anzhekuraming lake, Kenora district, Ont. Powgulchuan. See Pagwachuan.s Powingow. See Ogani. Prairies (riviere des) ; river, separating, Laval county from Hochelaga and Jacques Cartier counties, Que. (Not Back river.) See also Riviere-des-Prairies. Pratt; island and reef, southeast of Dead island, at entrance to Key harbour, Georgian bay. Parry Sound district, Ont. Prejevalsky; point, Bennett lake, Yukon. (Not Prejevalski.) Presbyterian; river, tributary to Leather river, eastern Saskatchewan. Present. See Larder. President; range of mountains and pass, west of Yoho valley. Rocky mountaing, Kootenay district, B.C. (Not Emerald.) So named for the president of the Canadian Pacific Railway Company. See also ' The President.' President. See Larder. GEOGRAPHIC BOARD OF CANADA 141 SESSIONAL PAPER No. 25d Presqu'ile; bay, peninsula and point, near S.E. corner of Northumberland Co., Ont. Presquile; river, tributary to St. John river, Carleton county, N.B. (Not Presqu'ile.) Prevcst; canyon, also river tributary to Ross river, Yukon. Prevost; island, ofi the west end of Active pass, strait of Georgia, B.C. Prevost; mount, east of Carboro bay, southeast coast of Vancouver island, B.C. Prevost. See Kunghit. Priam; lake, west of Manitou lake, Kenora district, Ont. Price ; township, Frontenac county. Que. Primeau ; lake, an expansion of Churchill river, Sask. (Not Pelican.) Primrose; lake, north of Cold lake, central Alberta and Saskatchewan. (Not Goose.) Prim; point, at entrance to Annapolis basin, Digby county, N.S. (Not Rogers.) Prince Albert; peninsula, northwesterly portion of Victoria island, N.W.T. (Not Prince Arthur Land.) Prince Albert Land. See Victoria island. Prince Alfred; island, Brock group, St. Lawrence river, Leeds county, Ont. Prince Patrick; island, north of Banks island, N.W.T. Prince Arthur Land. See Prince Albert peninsula. Prince Edward; bay and point, Pr. Edw. Co., Ont. (Not S. bay nor S. Bay point.) Prince Edward. See Peel. Prince Henry Foreland. See Hopes Advance. Prince of Wales. See Wales. Prince of Wales; island, northwest of Boothia peninsula, Franklin. Prince Patrick; island, north of Banks island, N.W.T. Prince Regent; island. Lake Fleet group, St. Lawrence river, Leeds county, Ont. (Not Little Stave nor McDonald's.) Prince Regent. See Penitentiary. Prince Rupert; harbour, and Trans. Ry. terminus, Kaien island, Coast district, B.C. Princess Charlotte; island, Lake Fleet group, St. Lawrence river, Leeds county, Ont. Princetown; village, Prince county, P.E.I. (Not Prince Town.) Pritzler; harbour, N. shore Hudson strait, N.W.T. (Not Pritzler's nor Jackman sound.) Privateer; mountain, N.E. of Blackwater range of the Rockies, Kootenay dist., B.C. Procter; creek and settlement, south of Balfour, Kootenay dist., B.C. (Not Proctor.) Promise ; island, at the entrance to Douglas channel. Coast district, B.C. Protection ; island, east of Nanaimo harbour, Vancouver island, B.C. (Not Douglas.) Protection; mountain, east of Baker creek. Rocky mountains, Alta. Proud-sitting; lake, at headwaters of St. Maurice river, Champlain county. Que. Providence; bay and point, south shore Manitoulin island, Manitoulin district, Ont. Provoking; lake, in Algonquin National park, Nipissing district, Ont. Pruden ; bay, in south end of lake Winnipeg, Manitoba. (Not Pruden's.) Prud'homme; lake, northeast of Rib lake, Timiskaming district, Ont. Psyche ; island. Lake Fleet group, St. Lawrence river, Leeds county, Ont Ptarmigan; creek, flowing into a large lake of the Pelly group, Yukon. Ptarmigan; lake and peak, northeast of Laggan, Rocky mountains, Alta. Ptarmigan. See Titkana. ■142 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Puce ; post village, also riviere aux Puces, Essex county, Ont. Pudding ; burn, tributary to St. Mary river, Kootenay district, B.C. Puellering. See Pelerin. Pugh ; peak, northwest of the " big bend " of Wheaton river, southern Yukon. Puke-lowogein. See Setting. Pukkatawagan ; lake and river, Churchill river, Manitoba. (Not Pokkattawagan. nor Puk-a-ta-wa-gan.) Pulpit; peak, south of Turquoise lake. Rocky mountains, Alta. Pulpwood; point, southwestern side of Cockburn island, Manitoulin district, Ont. Pulsatilla; mountain, southeast of Mt. Avens, Rocky mountains, Alta. Pulteney; point, southwestern extreme of Malcolm island, at entrance to Broughton strait, Coast district, B.C. (Not Graeme.) This is the point on which stands the lighthouse established in 1905. Pulton; bay and point, south shore of Okisollo channel. Coast district, B.C. Punichuan; bay, in the southern end of Mistassini lake, Mistassini territory, Que. Punk; island, 3 m. S.E. Grindstone Pt., L. Winnipeg, Man. (Not Deer nor Reindeer.) Punh. See Deer. Purity; glacier and mountain, Selkirk mountains, B.C. (Not Lardo glacier.) Purvis; bank, northwest of Greene island, Manitoulin district, Ont. Puskitamika ; lake, south of Waswanipi lake, Abitibi territory, Que. Puslinch ; lake, post village, Ry. sta., and Tp. Wellington Co., Ont. (Not Schaw sta.) Pyramid; creek, tributary to St. Mary river, Kootenay district, B.C. Pyramid; mountain, north of mount Grey, southern Yukon. Q Quadacha. See Kwadacha. Quadra; hill, Galiano island, strait of Georgia, B.C. Quadra; island, between Discovery passage and Okisollo channel, Coast district, B.C. The southern portion of what was formerly Valdes island. Quamichan; lake and river, tributary to Cowichan river, Vancouver island, B.C. Quaneca. See Kwadacha. Qu'Appelle; river, flowing easterly into the Assiniboine, southern Manitoba and Saskatchewan, also town in southern Saskatchewan. Quarry; point, Manitoulin island, Manitoulin district, Ont. Quarry. See Forsyth. Quartet; lakes, near international boundary, Yale district, B.C. Quartz; creek, branch of McDame creek, Dease river, Cassiar district, B.C. Quartz; creek, tributary to Indian river, Yukon. Quatawamkedgewich. See Kedgwick. Quebec ; creek, tributary to Yukon river, below Dawson, Yukon. Quebec; head, eastern end of Wolfe island, Frontenac county, Ont. (Not East point.) Queen; point, forms the western boundary of Walkhouse bay, ]\ranitoulin island, Ont. Queen Elizabeth; foreland, S.E. point of Loks Land, N.W.T. (Not North Foreland.) Queensport; harbour, Guysborough Co., N.S. (Not Queen's Port nor Crow harbour.) GEOGRAPHIC BOATiD OF CANADA 143 SESSIONAL PAPER No. 25d Queenston; village, and Queenston heights, Lincoln county, Ont. (Not Queenstown.) Quesnel; lake, mining division, river, and village. Cariboo, B.C. (Not Quesnelle.) Quetachu; bay, Saguenay county, Que. (Not Quetachoo.) Qniet; lake, northeast of Teslin lake, Yukon. Quill; lakes, southern Saskatchewan. (Not Big Quill and Little Quill.) Quinitsa. See Kwinitsa. Quinn; creek, branch of Sulphur creek, Indian river, Yukon. (Not Quin.) Quinte; bay of, in L. Ontario, almost separating Prince Edward county from the mainland of Ontario. (Not Quinte.) Quinze (lac des) ; lake, an expansion of the upper Ottawa river, Timiskaming, Que. Quio; river, tributary to the Ottawa, Pontiac county. Que. Quispamsis; post village, Kings county, N.B. (Not Quispansis.) Quoieek. See Kwoiek. Quyon; railway station and village, Pontiac county, Que. (Not Quio.) Eeversal of previous decision. R Rabbit; mountain, Paipoonge township, Thunder Bay district, Ont. Rabbit; mountain and river, east of lake Evans, Abitibi territory, Que. Rabbitt; mount, also creek, northwest of Tulameen, Yale district, B.C. Race; passage and rocks, off S. point of Vancouver island, B.C. (Not Eace islands.) Rae; mount, Misty range, southern Alberta. Raft; narrows, north of HiU island, St. Lawrence river, Leeds county, Ont. Ragged; bight, northeast of cape Hurd, Bruce county, Ont. Ragged Island (harbour). See Lockeport. Ragged; lake, in the Algonquin National park, Nipissing district, Ont. Ragged; mountain, east of Sooke river, Vancouver island, B.C. (Not Saddle.) Ragged. See Locke. Rainy; creek, tributary to Elbow river, Alta. Rainy; creek, tributary to Moyie river, Kootenay district, B.C. Rainy; lake and river, international boundary, Eainy Eiver district, Ont. The river takes its name from the lake which appears on early maps as " Teka- mammaouen " — written " Tekamaihouenne " by Verendry 1738, and also as lac la Piuie (probably derived from the Indian name) and not as erroneously supposed from Eene, " name of its discoverer," nor from reine " meaning Queen of rivers." Raisin; river, Glengarry and Stormont counties, Ont. (Not Black E., E. au Eaisin, nor Eiv. aux Eaisins.) Raley; point, north of Clio bay, Kitimat arm. Coast district, B.C. Ram; creek, flowing northeasterly into Saskatchewan river, Alta. (Not Sheep river.) Ramsay; river, emptying into Crooks inlet, north shore of Hudson strait, N.W.T. Ramsden; island, Lake Fleet group, St. Lawrence river, Leeds county, Ont. Ranch ; point, Nanoose harbour, east coast of Vancouver island, B.C. Randolph; lake, S. of N. T. Ey. and N.W. of L. Nipigon, Thunder Bay district, Ont. 144 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Rapid. See Broadback. Rapid. See Minnedosa. Rapid. See Montreal. Rapide-de-Femme ; post village, Victoria county, N.B. (Not Rapid de Femme nor Rapide des Femmes.) Rapides (lac des) ; lake, upper Ottawa R., southeast of Barriere L., Pontiac Co., Que. Rapid River (lake). See Forks. Raquette; river, Vaudreuil county. Que. Raspberry. See Robinson. Rat; lake, between Rose and South lakes, Int. boundary. Thunder Bay district, Ont. Rat. See Alcott. Rat. See Taggart. Rathbun; bay and point, E. of Jenkins Pt., Manitoulin I., Manitoulin district, Ont. Rat Portage. See Kenora. Rat Portage lake See Manigotagan. Rattlesnahe. See Bagot. Raven; lake and river, McFadden township, Timiskaming district, Ont. Raven; river, tributary to Red Deer river, southern Alberta. Rawlinson; creek, tributary to Nordenskiold river, Yukon. Rawson ; harbour and island, N. shore Hudson strait N.W.T. (Not Harbour island.) Raymond; passage, S. from Seaforth Ch., Coast district, B.C. (Not Hecate channel.) Reader; lake, northwest of Pas, Manitoba. (Not Reeder). Reception; lake, Grasett township, Algoma district, Ont. (Not Kaikaquabick.) Red; bay, south of Golden valley, Bruce county, Ont. Red; lake, northwest of L. Seul, Patricia district, Ont. (Not Vermilion.) Red. See McKay. Redan; mountain, northwest of Sir Sandford range, Selkirk Mts., Kootenay dist., B.C. Redberry; lake, southwest of Carlton, central Saskatchewan. Redburn; creek and peak, northeast of Moberly, Rocky Mts., Kootenay district, B.C. Red Dan; reef, southeast of Birch point, Manitoulin island, Manitoulin district, Ont. Red Deer; lake, and river emptying into lake Winnipegosis, Sask. Red Deer; river, also town on the river, southern Alberta. Red Deer. See La Biche. Red Deer. See Waskesiu. Red Deer (laTces). See Anerley, Coteau, Stockwell. Redding; creek, tributary to St. Mary river, Kootenay district, B.C. Redflag; mountain, west of Parry bay, Vancouver island, B.C. Redhorse; rock and lightstation. west of Beaurivage island, Admiralty group, St. Lawrence river, Leeds county, Ont. (Not 7a.) Rednersville ; village, Ameliasburg township. Prince Edward county, Ont. Redoubt; lake and mountain, northeast of Laggan, Rocky mountains, Alta. Redstone; brook and lake, Guilford township, Haliburton county, Ont. Redwater; river, flowing southeasterly into the Saskatchewan, below Sturgeon river, Alberta. (Not Red Water.) Reed; lake, northeast of Cormorant lake, Manitoba. GEOGRAPHIC BOARD OF CANADA 145 SESSIONAL PAPER No. 25d Reed. See Perch. Reed. See Reid. Reeder. See Reader. Reef. See Bonnet. Reesor; lake, Whitchnrch township, York county, Oat. (Not Middletons.) Reeves; harbour, Big island, Hudson strait, N.W.T. Refugee. See Conran. Refugee. See Stovin. Raid; island, south of Valdes island, southeast coast of Vancouver island, B.C. Reid; mount, between Watson and Wheaton rivers, southern Yukon. Reid; mount, southeast of lake Evans, Abitibi territory. Que. Reid; point, south of Bed bay, Bruce coimty, Ont. Reid; rock, south of George island, Halifax harbour, Halifax Co., N.S. (Not Reed.) Reid Mills; post office, Dundas county, Ont. (Not Reid's Mills.) Reindeer; creek, tributary to Yukon river, south of Indian river, Yukon. Reindeer; lake and river, emptying into Churchill river, Manitoba and Sask. Reindeer. See Punk. Remic; rapids, in Ottawa river, about two miles west of Ottawa city. (Not Remicks, Remix, nor Remous.) Remington; creek, tributary to Indian river, Yukon. Remous. See Remic. Renny ; island, south of Whitney point, St. Lawrence R. Leeds Co., Ont. (Not Bush.) Reservation. See Paul. Reserve; point, Active pass, strait of Georgia, Westminster district, B.C. Resolution; island, at entrance to Frobisher bay, N.W.T. (Not Tudjakdjuan.) Resolution. See Warwick. Rest. See Dufay. Restigouche; county and river, northern New Brunswick. (Not Ristigouche.) Restigouche. See Ristigouche. Retreat; cove, southwest of Galiano island, strait of Georgia, B.C. Revelstoke; mount, railway station, and town, Kootenay district, B.C. Rexton; to\^Ti, Kent county, N.B. (Not Kingston.) Riall; island, Brock group, St. Lawrence R. Leeds Co., Ont. (Not Millar's nor Smith's.) Rib; lake, north of Cassels township, Timiskaming district, Ont. Ribbon; river, tributary to Manuan river, upper St. Maurice, Champlain county, Que. (Not Riviere au Ruban.) Ribstone; creek, tributary to Battle river, eastern Alberta. (Not Nose.) Rich; island, Navy group, St. Lawrence river, Leeds county, Ont. Richard; point, Nanoose harbour, east coast of Vancouver island, B.C. Richard ; point, north of " The Narrows," L. Manitoba, Man. Richards; mount, southwest of Osborn bay, Stuart channel, Vancouver island, B.C. Richardson ; lake and river emptying into the Athabaska near its mouth, Alta. Richardson; mount, northeast of Laggan, Rocky mountains, Alta. Richelieu; village, on Richelieu river, Rouville county. Que. (Not Village Richelieu.) Richmond; gulf, north of Little Whale river. New Quebec. (Not Richmond lake.) 25(Z— 10 146 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Richmond; village, Carleton county, N.B. (Not Eichmond Corner.) Richmond. See MaJpeqne. Richmond. See New Riclimond. Richmond Corner. See Riclimond. Richthofen; island and valley, lake Laberge, Yukon. (Not Richtofen.) Rickett; harbour, eastern side of Cockburn island and southwesterly from Cinder point, Manitoulin district, Qnt. Rickley; harbour, W. of Burnt I., and N. of Western Duck I., Manitoulin dist., Ont. Riddell; mount, also creek, northwest of Tulameen, Yale district, B.C. Riddell; mount, between Macmillan and Ross rivers, also river tributary to the Mac- millan, Yukon. Ridgeway; creek, tributary to Moyie river, Kootenay district, B.C. Riding; mountain, western Manitoba. Ridley; island, south of Kaien island, Chatham sound, Coast district, B.C. (Not Flat nor North Porpoise.) Rigaud ; river, a small tributary of the Ottawa river, Glengarry and Prescott counties, Ont. and Vaudreuil covmty. Que. (Not riviere a la Graisse.) Right Hand Branch, (Tobique R). See Campbell. Rigolet; settlement, at narrows of Hamilton inlet, Ashuanipi territory. Que. (Not Rigoulette.) Riley; brook, tributary to J'obique river, Victoria county. N.B. Rinda; a spur of the Valhalla mountains, Kootenay district, B.C. Ringnes; islands, southwest of Axel Heiberg island, N.W.T. Rink; rapid, in Lewes river, below Tatchun river, Ynkon. Riordon; point. Boxer reach. Coast district, B.C. Rip; point, Active pass, strait of Georgia, New Westminster district, B.C. Ripple. See Hawkins. Ripple; reef, west of Lyal island, Bruce county, Ont. Riske; creek, trib. to Fraser R., above Chilcotin R., Cariboo and Lillooet dists., B.C. Ristigouche; township, Bonaventure county, Que. (Not Restigouche.) Ristigouche. See Restigouche. Ritchie; point, north extreme of Kaien island, Coast district, B.C. (Not Hays.) River Beaudette. See Beaudet. River Denys. See Denys. River (mt.) See Lewes. Rivers; lake of the, southern Saskatchewan. Riviere-a-la-Martre ; post village, also Light, Signal and Telegraph station, Christie township, Gaspe county, Que. (Not Martin River nor Riviere a la Marte.) Riviere-des-Caches ; village, Northumberland county, N.B. (Not River de Cache nor Riviere du Cache.) Riviere-des-Chutes ; village, Carleton county, N.B. (Not River de Chute.) Riviere-des-Feves ; post office, Chateauguay county. Que. (Not Rivieres des Feves.) Riviere-des-Prairies ; village, Hochelaga county. Que. (Not Riviere des Prairies.) See also Prairies. Riviere-du-LoTip ; post office and railway station, Temiscouata county, Que. GEOGRAPHIC BOARD OF CANADA 147 SESSIONAL PAPER No. 25d Rixon; rock, near North point, at entrance to Georgian bay, Manitoulin district, Ont. Roach. See Eoclie. Roaring; river, tributary to Swan river, western Manitoba. (Not Rolling.) Roberson; point, northeast coast of Digby island, Coast district, B.C. Robert; island, northeast of Grenadier island, St. Lawrence river, Leeds county, Ont. (Not Cherry nor Sumac.) Robert; lake, ^fartin river, above Tesekau lake, Mistassini territory. Que. Robert; point, Markham bay, Hudson strait, N.W.T. Roberts; bay, in South bay, j\ranitoulin island, Manitoulin district, Ont. Robertson; cove, north of Lizard islands, Manitoulin district, Ont. (Not Jackson.) Robertson; creek, tributary to Little Slocan river, Kootenay district, B.C. Robertson; lakes, Privat township, Tiini«kaming county. Que. • Robertson; mount, near Stikine river, north of Iskut river, Cassiar district, B.C. Robertson; post office and railway station, Megantic county, Que. (Not Robertson Station post office.) Rohertson Station. See Robertson. Robinson; cove, Big island, bay of Quinte, Prince Edward county, Ont. Robinson; island, S. of Whitney Pt., St. Lawrence R., Leeds Co., Ont. (Not Raspberry.) Robinson; lake and river, S. of N. T. Ry., N.E. of L. Nipigon, Thunder Bay dist., Ont. Robinson; sound, northeast of Cornell Grinnell bay, N.W.T. (Not Robinson's.) Rob Roy; creek, tributary to Dominion creek, Indian river, Yukon. Robson; mount, north of the east fork of Fraser river, Cariboo district, B.C. Robson; pass, north of mount Robson, Rocky mountains, Cariboo district, B.C. Robson; town and railway station, on Columbia river, Kootenay district, B.C. Roche; lake, Tp. 17, R. 10, W. 0 :M., Yale district, B.C. (Not Roach.) Roche a Veillons. See Algernon. Roche de Smet; west of Jasper lake, western Alberta. (Not Roche Suette.) Rochelle; po?t office, ShefFord county, Que. (Not Ste. Anne-de-Stukely.) Roche Percee; railway station, southeastern Saskatchewan. (Not Roche Perce.) Roclie-Percee ; reef, St. Lawrence river, opposite Cacouna, Temiscouata county. Que. Rocher Deboule; mountains, south of Ilazelton, Cassiar district, B.C. (Not Rochers l)('l)oules.) Previous decision revised. Rochers (points des) ; point, below cape Salmon, Charlevoix county, Que. Roche Suette. See Roche de Smet. Rock; lake. Nightingale township, Ilaliburton county, Ont. Rock. See Lazy. Rockcliffe; police village, Carleton county. Out. (Net Rocklift'e.) Rochliffe. See Stoneeliff. Rocksprings; post office, Leeds county, Ont. (Not Rork Springs.) Rocky. See Descanso. Rocky. See Opabin. Rocky. See Tinson. Roes Welcome; sound, in the northwestern portion of Hudson bay, N.W.T. (Not Rowe's Welcome nor Sir Thomas Rowe's Welcome.) Rog'er; lake, northwest of Expanse lake, Timiskaming county. Que. (Not Rogers.) 2.V/— lOJ 148 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Rogers; glacier, pass, and peak, and Rogers Pass railway station, Selkirk mountains, Kootenay district, B.C. Rogers. See Prim. Rogersville; parish, Northumberland county, N.B. (Not Eogerville.) Roggan; river, emptying into James bay, New Quebec. (Not Bishop Roggan nor Great Bishop Roggan.) Rogue; river, tributary to Hess river, Yukon. Rolleston; island, northwest of Grenadier I., St. Lawrence river, Leeds county. Out. Rolling. See Roaring. Rollingdam; post village, Charlotte county, N.B. (Not Rolling Dam.) Rolph; creek, tributary to St. Mary river, southern Alberta. Roraaine; river, lower St. Lawrence, opposite Mingan islands, Saguenay Co., Que. Rondeau ; harbour, park, and Ry. station, on L. Erie, Kent Co., Ont. (Not Rond Eau.) Root; river, flowing southwesterly into L. Seul, Patricia district, Ont. Root. See Carrot. Rosamond; lake, N.W. of Rugby township, Kenora district, Ont. (Not Rosamund.) Rose; island, between Broughton and Robert islands, St. Lawrence river, Leeds county, Ont. (Not Grape nor Grass.) Rose; lake, on international boundary. Thunder Bay district, Ont. (Not Mud.) Rose; lake and river, at headwaters of Nisutlin river, Yukon. Rose; pass, at head of St. Mary river, Kootenay district, B.C. Roseau; river, flowing westerly into Red river, southeastern Manitoba. Rosebud; creek, tributary to Stewart river, Yukon. Rosebud; river, tributary to Red Deer river, Alta. (Not Arrowhead.) Rosenfeld; rock, northeasterly from the east point of Saturna island, strait of Georgia, New Westminster district, B.C. (Not Rosenfelt.) Roseville; village. Prince Co., P,E.I. (Not Little or S. Mimingash nor Minimegash.) Ross; creek, flowisg into the S. Saskatchewan at Medicine Hat, Alta. Ross; island, between the east and west channels of Nelson river, Manitoba. Ross; isthmus and peninsula, northwesterly portion of Franklin isthmus, N.W.T. (Not James Ross.) Ross; lake, south of Stephen station, Kootenay district, B.C. Ross; lake, northwest of Affleck lake, Kenora district, Ont. Ross; peak, Selkirk mountains, Kootenay district, B.C. Ross; river, tributary to Pelly river, Yukon. Rossmore; village, Ameliasburg township. Prince Edward county, Ont. Rouge; lake, Wolfe township, Terrebonne county. Que. (Not lac de la Rouge.) Rouge; river, flowing into lake Ontario, Ontario and York counties, Ont. (Not Rouge creek nor Big Rouge creek.) Rough; island, northeast of Grenadier island, St. Lawrence river, Leeds county, Ont. (Not Hamilton nor Little.) Roug'ie. See Salisbury. Round; lake, on Qu'appelle river, southeastern Saskatchewan, Round. See Campbell. Round. See Felice. GEOGRAPEIC BOARD OF CANADA I49 SESSIONAL PAPER No. 25d Round. See Francis. Round. See Ghost. Round. See Joubert. Round. See Lacroix. Round. See Skelton. Rousseau. See Arosen. Rousselet; island, at the north end of lake Timiskaming, Ont. Roussin. See Arosen. Route ; lake, west of Asheigamo lake, Kenora district, Ont. Routhier; lake, Eouyn township, Timiskaming county. Que. (Not Rush.) Rouville. See St. Hilaire. Rouyn; lake, Eouyn township, Timiskaming county, Que. (Not Stewart.) Rove. See Watap. Rowan ; lake, northeast of Kakagi lake, Kenora district, Ont. Rowe; island, northerly one of Lizard group, Algoma district, Ont. (Not N. Lizard.) Rowes. See Roes. Rowley; island, Navy group, St. Lawrence river, Leeds county, Ont. Roxburg; post settlement, Albert county, N.B. (Not Roxborougli.) Roxton East; post office, Shefford county. Que. Royal; island, Brock group, St. Lawrence river, Leeds county, Ont. (Not Bathing.) Reyal; roads, south of Esquimalt harbour, Vancouver island, B.O. (Not Royal bay.) Royal George. See Myles. Ruhan. See Ribbon. Ruby; creek, tributary to Indian river, Yukon. Ruby; creek and mountain, west of Surprise lake, Cassiar district, B.C. Ruby; mountain, E. of Columbia R., between the Arrow lakes, Kootenay district, B.C. Rudyard: reef, west of Queen point, Manitoulin island, Manitoulin district, Ont. Ruel; shoal, "southwest of Dead island, at entrance to Key harbour, Georgian bay, Parry Sound district, Ont. Rugged. See Locke. Rugged Island (harbour). See Lockeport. Rundle; mount, between Bow and Spray rivers. Rocky Mountains park, Alta. Rupert; bay and river, Mistassini, Que. Rupert House, H. B. Co., at mouth of river. Rusagonis; river and village, Sunbury Co., N.B. (Not Rusagornis nor Rushagornis.) Ruscom; post village, railway station, and river, Essex county, Ont. (Not Ruscomb river and village, nor Ruscom Station.) Rush. See Routhier. Riishagornis. See Rusagonis. Russell ; arm and point, northwest side of Prince Rupert harbour, Coast district, B.C. Russel; creek, tributary to Little Slocan river, Kootenay district, B.C. Russel ; island and reef, S.E. of Cove I., at entrance to Georgian Bay, Bruce Co., Ont. Ruth; island, Nanoose harbour, east coast of Vancouver island, B.C. Ruth; lake and river, W. of Nakina R.. and S. of Chikoida Mt., Cassiar district, B.C. Ryckman; post village, Wentworth county, Ont. (Not Ryckman's Corners.) RyJcerts. See Bedlington. 150 DEPARTMENT OF THE lyTERIOR 4 GEORGE v., A. 1914 s Saanich; inlet, southeast coast of Vancouver island, B.C. Saanichton ; bay and Ky. station, S.E. coast of Vancouver I. B.C. (Not Cordova bay.) To avoid duplication of " Cordova " applied to a large bay to the south. Sable; river, southeast of Chiefs point, Bruce county, Ont. SahU. See Ausable. Sachigo; lake, and river tributary to Severn river, Patricia, Ont. (Not Achigo.) Saclcavjatisi. See Sassawatisi. Sacre-Coeur-de-Marie ; post village, Thetford township, Megantic county, Que. (Not Sacre-Cceur de Marie.) Saddle; hill, south of Satellite channel, Vancouver island, B.C. (Not Arbutus.) Saddle; lake, also Saddle Lake post office, eastern Alberta. Saddle; mountain, near confluence of Stikine and Anuk rivers, Cassiar district, B.C. Saddle; mountain, southeast of Fairview mountain, Alta. (Not 'The Saddle.') Saddle. See Bagged. Saddleback; island, northwest of Pritzler harbour, Hudson strait, N.W.T. Sagaminnis ; lake, southwest of Wapikopa lake, upper Winisk river, Patricia, Ont. Saganaga; lake, on international boundary, Rainy River and Thunder Bay districts. Ont. (Not Seiganagah, Seiganagan, nor Seiganagaw.) Saganaga. See Boyer. Sagemace; bay, in southern portion of L. Winnipegosis, Man Sahpoochaway. See Odei. Sah-wah-mis'h-she. See Sawamisshe. Sain* cape, above Pointe-au-Pic, Charlevoix county. Que. Ste. Agnes-de-Dundee; post office. Huntingdon county. Que. (Not Ste. Agnes nor Ste. Agnes de Dundee.) St Alexandre" parish and railway station, also St. Alexandre Station post office, Iberville county, Que. (Not St. Alexander.) St. Alphonse-de-Granby ; village, Shefford Co., Que. (Not St. Alphonse de Granby.) St. Andre* bank, parish, point, and village, Kamouraska county. Que, St. Andre-de-Ristigouche ; post office, Ristigouche township, Bonaventure county, Que. (Not St. Andre de Restigouche.) St Andrew channel, southeast of Boularderie island, Cape Breton and Victoria counties, N.S. St. Andrew; lake, in Tps. 31 and 32, R. 1 E.P.M., Manitoba. (Not Long.) St. Andrews; post village, Stormont county, Ont. (Not St. Andrews West.) St. Andrews; town, Charlotte county, N.B. (Not St. Andrew's.) St. Andrews; village. Argenteuil county. Que. (Not St. Andrews East.) Ste. Angele-de Rimouski ; village, Matane county. Que. (Not Ste. Angele de Mercie.) St. Ann; bay, harbour, and village, Victoria county, N.S. St. Ann; lake, central Alberta. St. Ann; village, Lincoln county, Ont. (Not St. Anne nor St. Ann's.) St, Anne; island, at the mouth of St. Clair river, Lambton county, Ont. (Not St. Anne's nor St. Ann's.) GEOGRAPHIC BOARD OF CANADA 151 SESSIONAL PAPER No. 25d Ste. Anne-de-Bellevue ; village, Jacques Cartier couuty, Que. (ISTot Ste Anne de Bellevue nor Ste. Anne du bout de L'lle.) Ste. Anne-des-Monts ; village, Gaspe county. Que. (IS'ot Ste. Anne de Monts.) Ste. Anne-de-Stukely. See Rochelle. Ste. Anne du tout de L'lle. See Ste. Anne-de-Bellevue. St. Anthony; lake, Skead township, Timiskaming district, Ont. St. Antoine-de-Pontbriand; village, Thetford township, Megantic county, Que. (Not St. Antoine de Pontbriand.) St. Antoine-de-Tilly ; village, Lotbiniere county. Que. (Not St. Antoine, Lotbiniere.) St. Antoine, Lotbiniere. See St. Antoine-de-Tilly. St. Augustin; river, flowing southerly into the giilf of St. Lawrence, Saguenay county, Que. (Not St. Augustine.) Decision based on priority of publication. St. Barnabe-riviere-Yamaska; post settlement and railway station, St. Hyacinthe county. Que. (Not St. Barnabe, river Yamaska.) St. Basile-de-Portneuf ; parish and post village, Portneuf county. Que. (Not St. Bazile de Portneuf.) St. Bernard-Sud; post office, St. Johns Co., Que. (Not St. Bernard nor St. Bernard S.) Ste. Brigide; village and By. station, Iberville Co., Que. (Not Ste. Brigide d'Iberville.) St. Catharines; city, Lincoln county, Ont. (Not St. Catherines.) Ste. Cecile-de-Milton; village, Shefford county. Que. St. Charles-de-Caplan ; village, Bonaventure county. Que. (Not St. Charles Caplin.) St. Clair; lake and river, Essex, Kent and Lambton counties, Ont. St. Columban; village. Two Mountains Co., Que. (Not St. Colomban nor St. Columbin.) St. Croix; lake, Hants county, N.S. (Not St. Croix Eiver lake.) St. Croix. See Ponhook. Saint-Cyr; mount, north of Quiet lake, Yukon. St. David; lake, in Tps. 31 and 32, E. 1, W. P. M., Manitoba. St. David; village, Lincoln county, Ont. (Not St. David's.) St. Denis; cove, parish, point, and village, Kamouraska county, Que. (Not St. Denis de la Bouteillerie village.) St. Dominique-de-Bagot ; post village, Bagot Co., Que. (Not St. Dominique de Bagot.) Ste. Edwidge; post village, Clifton township, Compton county. Que. (Not St. Edwidge.) "* Ste. Emelie. See Ste Emmelie. Ste. Emilie. See Ste. Emmelie. Ste. Emmelie; parish and village, Lotbiniere Co., Q. (Not Ste. Emelie nor Ste. Emilie.) St. Etienne; parish, Charlevoix county. Que. St. Etienne-de-Beauharnois ; post village, Beauharnois county, Que. (Not St Etienne nor St. Etienne de Beauharnois.) St. Eugene; mission, on St. Mary river, Kootenay district, B.C. St. Eugene-de-Guiges; post office, Guigues township, Timiskaming cotmty. Que. (Not Ste. Eugene de Guigues.) St. Fidele; post settlement, Charlevoix county, Que. Ste. Foy; parish and post village, Quebec county, Que. (Not St. Eoy.) 152 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 St. Francis; lake, Frontenac county, and river flowing from the lake, through the counties of Wolfe, Compton, Sherbrooke, Richmond, Drummond, and Yamaska, emptying into the St. Lawrence at lake St. Peter, Que. French form, St. Frangois. Ste. Genevieve ; group of islands, E. of Ste. Anne-de-Bellevue, Jacques Cartier Co., Que. St. George; cape, St. Peter's inlet, Eichmond county, N.S. (Not George.) To dis- tinguish it from Cape George in Antigonish county. St. George; lake, Tps. 31-2-3, E. 1 E. and Tp. 31, E. 1 W. P.M., Man. (Not. St. George's.) St. George Port Daniel. See Port Daniel. St. Germain; parish and village, Kamouraska county. Que. St. Gregoire. See Mount Johnson. St. Hector; post office, Bagot county, Que. (Not St. Hector de Bagot.) St. Hector de Bagot. See St. Hector. St. Helen; island, in the St. Lawrence, near Montreal, Hochelaga county. Que. (Not St. Helen's.) French usage, Ste. Helene. St .Helena; island, northeast of Grenadier island, St. Lawrence river, Leeds county, Ont. (Not Cherry nor Goulbourne.) Ste. Helene-de-Bagot ; post village and railway station, Bagot county, Que. (Not Ste. Helene de Bagot.) St. Henri; post village, Levis county. Que. (Not St. Henri Station.) St. Henri Station. See St. Henri. St. Hilaire; mountain, near St. Hilaire, Eouville county. Que. (Not Belceil nor Eouville.) St. Hilary; mount, southeast of Braebum lake, southern Yukon. St. Irenee; parish and post village, Charlevoix county. Que. St. Jean Descliaillons. See Deschaillons. St. Joachim; post village and railway station, Essex county, Ont. (Not St. Joachim River Euscom.) St. Joachim-de-Shefford ; post village, Shefford Co., Que. (Not St. Joachim de Shefford.) St. John; creek and ridge, west of Beaverdell creek, Yale district, B.C. St. John; island, Melville lake, Ashuanipi territoiy, Que. (Not St. Johns.) St. Johns; county and town, on Eichelieu river. Que. (Not St. John's.) St. John ; mount, southwest of Windigo bay, L. Nipigon, Thunder Bay district, Ont. St. Joseph; village, south of Goderich, Huron county, Ont. St. Joseph d'Orleans. See Orleans. St. Joseph-de-St.-Hyacinthe ; post village, St. Hyacinthe county. Que. (Not St Joseph de St. Hyacinthe.) St. Lambert; village, Chambly county, Que. (Not St. Lambert, Chambly.) St. Laurent ; village, Jacques Cartier county, Que. (Not St. Laurent, Montreal.) St. Laurent, Montreal. See St. Laurent. St. Lawrence; island, Lake Fleet group, St. Lawrence river, Leeds county, Ont. St. Margaret; bay, Halifax county, N.S. (Not St. Margaret's.) Ste. Marguerite; river, tributary to Saguenay river, C!hicoutimi and Saguenay counties, Que. (Not St. Margaret.) GEOGRAPHIC BOARD OF CAy.lDA I53 SESSIONAL PAPER No. 25d Ste. Marguerite. See Marguerite. St. Martin; lake, northeast of lake Manitoba, Man. (Not St. Martin's.) St. Mary; bay and cape, Digby county, N.S. St. Mary; lake, Saltspring island, southeast coast of Vancouver island, B.C. St. Mary; lake, Eidout township, Muskoka district, Ont. St. Mary; lake and river tributary to Kootenay river, B.C. (Not Torrent.) St. Mary; post village, Kent county, N.B. St. Mary; river, joining lakes Huron and Superior, international boundary line be- tween Canada and United States. (Not St. Mary's.) The narrows between Point Iroquois and Gros cap is to be considered the head of the river, and that between Old Fort St. Joe and Sweet point the mouth of the south branch. The north branch, passing through East Neebish rapids, also carries the name of the river, through St. Joseph channel, to the narrows between Bowker point and Gravel point. St. Mai'y; river, Guysborough county, N.S. St. Mary; river, tributary to Belly river, southern Alberta. (Not St. Mary's.) St. Marys; town and railway station, Perth county, Ont. (Not St Mary's.) St. Maurice; county and river. Que. St. Michel-de-Rougemont; village, Eouville Co., Q. (Not St. Michel de Eougemont.) Ste. Monique ; post office. Two Mountains county. Que. (Not Ste. Monique des Deua Montagues.) Ste. Monique des Deux Montague. See St. Monique. St. Nicholas; peak, north of Mt. Gordon, Eoeky mountains, Alta. St. Nora; lake. Stanhope township, Haliburton county, Ont. (Not St. Nora's.) St. Onge; post office, near Embrun, Eussell county, Ont. St. Patrick; channel, an arm opening to the westward from Great Bras d'Or, Inver- ness and Victoria counties, N.S. St. Patrick; lake, in Tps. 32 and 33, E. 1, E. and W. P. M., Manitoba. St. Patrick's. See San Josef. St. Paul; post village, Kent county, N.B. (Not St. Pauls.) St. Paul. See Nuns. St. Paul's Bay. See Baie-St.-Paul St. Peter; bay, river, and railway station, Kings county, P.E.I. (Not St. Peter's nor Head of St. Peter's bay.) St. Peter; island, Hillsborough bay. Queens county, P.E.I. (Not St. Peter's.) St. Pierre-les-Becquets ; parish and post office, Nicolet county. Que. (Not St. Pierre des Becquets nor St. Pierre les Bequets.) St. Piran; mount, west of Laggan station, Alta. St. Raphael ; post village. Glengarry Co., Ont. (Not St. Eafael nor St. Eaphael West.) St. Reg^is; post office, Huntingdon county. Que. (Not St. Eegis.) St. Roch-des-Aulnaies; village, L'Islet county, Que. (Not St. Eoch des Aulnets.) Ste. Rosalie; island, in Ottawa river, near ]\[ontebello, Ottawa county. Que. St. Simeon; parish and village, Charlevoix county, Que. St. Simon-de-Yamaska ; post village and railway station, Bagot county, Que. (Not St. Simon d'Tamaska.) 154 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 191*4 St. Sixte ; lake, and river trib. to Petite Nation R. Ottawa Co., Que. (Not Sincique.) St. Staiiislas-de-Kostka ; post village, Beauharnois county. Que. (Not St. Stanislas.) St. Stephen; town, Charlotte county, N.B. (Not St. Stephens.) St. Theodore-d' Acton ; post village, Bagot county. Que. Ste. Therese-de-Blainville ; village and railway station, Terrebonne county, Que. (Not Ste. Therese nor Ste. Therese de Blainville.) St. Urbain-de-Chateauguay ; parish and post village, Chateauguay county, Que. (Not St. Urbain de Chateauguay nor St. Urbain en haut.) St. Valentin; parish and post village, St. Johns county. Que. (Not St. Valentine.) Sakwatamau ; river, tributary to Athabaska R., Alta. (Not Eagle nor Sa-kwa-ta-mow.) Salem; post village, Cumberland county, N.S. (Not Salent.) Salent. See Salem. Salisbury; bay, Albert county, N.B. (Not Rougie.) Salmon; arm, southerly portion of Shuswap lake, also river emptying into the arm from the south, Yale district, B.C. Salmon Arm; post settlement and railway station, on Salmon arm of Shuswap lake, Yale district, B.C. Salmon; cape, above Pte. des Rochers, Charlevoix county. Que. French usage Saumon (cap au), which see. Salmon; island, north side of Big bay, Hastings county. Out. Salmon; river flowing into Big bay, Hastings and Lennox counties, Ont. Salmon. See Kinonge. Salmon. See Wicked. Salt; point, Presqu'ile peninsula, Brighton township, Northumberland county, Ont. Salt. See Way. Saitspring; island, southeast coast of Vancouver I., B.C. (Not Admiral nor Chuan.) Salvns; railway station, north shore of Skeena river. Coast district, B.C. Samson; peak, north of the narrows of Maligne lake. Rocky Mts., western Alberta. Sand; bay, outlet of Rainy lake, international boundary. Rainy River district, Ont. Sand. See Desert. Sand. See Hyndman. Sanderson; point, west side of Lower Arrow lake, Kootenay district, B.C. Sanderson. See lononoaklin. Sand Point ; lake, southeast of Namakan L., Int. boundary, Rainy River district, Ont. Sandy. See Pakwa. Sandy-beach; lake, at headwaters of St. Maurice river, Champlain county. Que. Sanford; mount, southwest of Snowdon range, Cassiar district, B.C. Sangrida; pealc, Valkyr mountains, Kootenay district, B.C. San Josef ; bay, near N.W. end Vancouver I., B.C. (Not San Joseph nor St. Patrick's.) San Juan; river, flowing into Juan de Fuca strait, Vancouver island, B.C. San Miguel ; gTOup of islands, off the entrance to Friendly cove, Nootka sound, Van- couver island, B.C. Sansum; narrows, between Saitspring and Vancouver islands, B.C. Sapasook. See Sapasuk. Sapasoose. See Sapasuk GEOGRAPHIC BOARD OF CANADA 155 SESSIONAL PAPER No. 25d Sapasuk; lake on N. T. Ey. northeast of L. Nipigon, Thunder Bay district, Ont. (Not Sapasook nor Sapasoose.) Sapphire; col, between, "The Dome" and " Castor," Selkirk Mts., Kootenay dist., B.C. Sarbach; mount, north of Howse pass, Eocky mountains, Kootenay district, B.C. Sarcee; butte and Indian reserve, on Elbow river, Alta. Sasaginaga; lake, northwest of Cobalt, Timiskaming district, Ont. (Not Clear.) Sasakwei ; lake, southwest of Peake lake, Kenora district, Ont. (Not Summit.) Saskatchewan; mount, south of Mt. Athabaska, Eocky mountains, Alta. Saskatchewan. See Turnagain. Saskeram; lake, west of Pas, Manitoba. (Not Indian Pear Island lake.) Sass; river, trib. to Little Buffalo E., S. of Great Slave L., N.W.T. (Not Sass-tessi.) Sassaganaga ; lake, northeast of Kipawa lake, Pontiac county, Que. Sassawatisi; lake, at headwaters of Manuan river, Champlain county, Que. (Not Sackawatesie nor Chisaouataisi.) Sass-tessi. See Sass. Satasha; lake, west of Nordenskiold river, Yukon. Satellite; channel, between Saltspring I. and Saanich peninsula, Vancouver I., B.C. Saturn; rock, southwest of Greenough point, Bruce county, Ont. Saugeen; peninsula, the northwestern portion of Bruce county, Ont. Saugeen; river, flowing into L. Huron at Southampton,Bruce Co., Ont. (Not Saugink.) Saugum ; creek, E. of Kootenay E., N. of Steele, Kootenay dist., B.C. (Not Six-mile.) Sault-au-Cochon; river, Saguenay county, Que. (Not Saut de Cochon.) Saulteux; river, tributary to Lesser Slave E., Alta. (Not Sauteur nor Sauteux.) Saumon (cap au) ; cape, above Pte. des Eochers, Charlevoix county. Que. English usage (cape) Salmon, which see. Saunders; reef, near Misery bay, Manitoulin island, Manitoulin district, Ont. Saut de Cochon. See Sault-au-Cochon. Saut de Mouton. See Mille Vaches. Sauteur. See Saulteux. ^_^ Sauteux. See Saulteux. . • Savant; lake, south of L. St. Joseph, Thunder Bay district, Ont. Savage ; island, northeast of Whitney point, St. Lawrence river, Leeds county, Ont. Savage; post office, ShefFord county. Que. (Not Savage's Mills.) Savage. See Upper Savage. Savasse Berry. See Serviceberry. Sawamisshi; lake, Stanhope township, Haliburton Co., Ont. (Not Sah-wah-mish-she.) Sawback; range of mountains, north of Bow river, Eocky mountains, Alta. • Sawback; range of mountains, west of Stikine river, Cassiar district, B.C. Sawhill. See Sheldrake. Sawyer; pass, at head of St. ^Nfary river, Kootenay district, B.C. Saxon; island, south of Shute point, Bruce county, Ont. Sayia. See Sayyea. Sayunei; range of mountains, Gravel river, N.W.T. (Not Sayunne.) Sayyea; creek, tributary to upper Liard river, Yukon. (Not Sayia.) Scalping Knife; mountain, east of Columbia river, Kootenay district, B.C. 156 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Scatari; island, off the coast of Cape Breton I., N.S. (Not Scattarie, nor Scatary.) Scentgrass ; lake, southeast of Jackfish lake, central Saskatchewan. (Not Scent Grass.) Schaffner; mount, northwest of Mt. Biddle, Eocky mountains, Kootenay district, B.C. Schaw. See Puslinch. Schist; lake, northwest of Tawatinaw lake, Kenora district, Ont. Schley Land. See Ellesmere. Schnabel; creek, flowing into Annie lake, southern Yukon. Schnare ; point, north shore of St. Margaret bay, Halifax county, N.S. (Not Snares.) Schnarr; lake, Melick and Redditt townships, Kenora district, Ont. Schooner. See Miles. Schreiber; point, north of Kaien island. Prince Eupert harbour. Coast district, B.C. Schwatka; river, tributary to Nordenskiold river, southern Yukon. Scorpion; island, Lal^e Fleet group, St. Lawrence river, Leeds county, Ont. Scotch Bonnet; island and lightstation, west of Wellington (Big Sandy) bay. Prince Edward county, Ont. (Not Egg island.) Scotchie; reef, at Soiith Baymouth, ManitouHn island, Manitoulin district, Ont, Scotsman; bay. Kings county, N.S. (Not Scots, Scot's nor Scotsman's.) Scott ; inlet, Metlakatla bay. Coast district, B.C. Scott; mount, east of Rabbit mountain, Abitibi territory, Qoie. Scott; point, on north side of entrance to Bale du Dore, Bruce county, Ont. Scougall; bank, southwest of Macgregor point, Bruce county, Ont. Scout; reef and spit, southwest of Burke island, Bruce county, Ont. Scratching. See Morris. Scroggie; creek, tributary to Stewart river, Yukon. Scud; river, tributary to Stikine river, Oassiar district, B.C. Sea; lake, Murchison township, Nipissing district, Ont. Seagram; lake, southwest of Manito lake, central Saskatchewan. Seal; cove, at north end of Kaien island. Coast district, B.C. Seal. See Dog. Seal. See Tisiriuk. Sealion; mountain, northeast of Moberly, Eocky mountains, Kootenay district, B.C. Seals Home. See LaMotte Seaman ; reef, entrance to Wood bay, S. shore Manitoulin I., Manitoulin dist., Ont. Seashell; rock, west of Lyal island, Bruce county, Ont. Seaton. See Seton. Secretary; islands, north of Saltspring island, S.E. coast of "Vancouver I., B.C. Secrq^ary. See Donaldson. Seechelt; inlet, north of the strait of Georgia, B.C. (Not Sechelt.) Seed; lake, east of Carp lake, international boundary, Eainy Eiver district, Ont. Seeley; village, Leeds county, Ont. (Not Seeley's Bay nor SeeVs Bay.) Seepanvch. See Sipanok. Seffatiga; brook, tributary to Burntwood river, Manitoba. Seggemak; lake, southeast of Boyer lake, Kenora district, Ont. (Not Blaok Bird.) Segum Sega. See Kejimkujik. Seiganagah. See Saganaga. GEOGRAPHIC BOARD OF CANADA 157 SESSIONAL PAPER No. 25d Seiganagan. See Saganaga. Seiganagaw. See Saganaga. Sekulmun ; laJie, west of Aishihik lake, Yukon. Sekwi; brook, canyon, and mountain. Gravel R., above Natla R., N.W.T. Selby; lake, east of Anzhekumming lake, Kenora district, Ont. (Not Lynx.) Selkirk; mount, Mitchell range, Kootenay district, B.C. Selkirk; N. W. Mounted Police post, at the mouth of Lewis river, Yukon. The sit« of the old fort of the H. B. Co. is on the opposite bank. (Not Fort Selkirk.) Selous; mount, between the forks of Macmillan river, Yukon, Selwyn; island, west of Humboldt bay, L. Nipigon, Thunder Bay district, Ont. Seiwyn; mount, east of mount Dawson, Selkirk mountains, Kootenay district, B.C. Selwyn; river, tributary to Yukon river, west of Lewes river, Yukon. Semenof ; hills, at confluence of Lewes and Big Salmon Rs., Yulcon. (Not Semenow.) Semiamu; bay, E. of Boundary bay, New Westminster dist., B.C. (Not Semiahmbo.) Sentinel; mountain, Tp. 15, E. 4, W. 5 M., southern Alberta. Sentinel; mountain, above the junction of Cline and Saskatchewan rivers, Rocky mountains. Alberta. Separation; lake, English river, Kenora district, Ont. Separation; point, entrance Cowichau harbour, Vancouver I., B.C. (Not Cowichan.) Sepewesh. See Sipiwesk. Sept-Iles. See also Seven Islands. Seraph; mountain, Selkirk range, Kootenay district, B.C. Serpentine; lake, Anstruther township, Peterborough county, Ont. Sei*viceberry ; creek, tributary to Rosebud river, Alta. (Not Savasse Berry.) Seseganaga; lake, east of Sturgeon lake. Thunder Bay district, Ont. Sesikinaga; lake and river, at headwaters of Wenesaga river, Patricia, Ont. Setidgi. See Sitidgi. Seton; creek and lake, west of Lillooet, Lillooet district, B.C. (Not Seaton.) Setting; lake and river. Grass river, Manitoba. (Not Net Setting nor Puke-lowogein.) Seul (lac) ; lake, Kenora and Patricia districts, Ont. Seven Acre. See Melville. Seven Islands (Eng. usage) Sept lies (Fr. usage) ; group of islands, bay, and H. B. Co. post, north shore of St. Lawrence river, Saguenay county. Que. Sevenpersons ; coulee and river, southwest of Medicine Hat, Alta. (Not Seven Persons.) Seven Pines. See Bass. Severn; lake and river, emptying into the southerly side of Hudson bay, also H. B. Co.'s post at mouth of river, Patricia district, Ont. (Not Fort Severn Post.) Sevigny; island, in St. Lawrence river, near Valleyfield, Soulanges county, Que. (Not Petite He aux Cygnes.) Seymour; arm, northerly portion of Shuswap lake, Yale district, B.C. Shabogama; lake and river, Pontiac county. Que. (Not Shabokama.) Shabumeni; lake and river, S.W. of Cat L., Patricia district, Ont. (Not Shaboomene.) Shad. See Shag. Shaft; point, Departure bay, east coast of Vancouver island, B.C. 158 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Shag; bay and head, also Shag Bay post office. Halifax county, N.S. (Not Shad..'' Shag-amu; lake and river, west of Winisk river, Patricia district,, Ont. (Not Shagamew nor Shakeneh.) Shaganash; island, northeast of Pt. Magnet, Thunder Bay district, Ont. Shakes; creek, tributary to Stikine river, south of Glenora, Cassiar district B.C. Shakespeare; island, in Nipigon lake. Thunder Bay district, Ont. Shakwak; valley, west of Dezadeash lake, Yukon. STiakaneh. See Shagamu. Shallop; creek, south side of Anticosti island, Saguenay county, Que. (Not Chaloupe river nor Jupiter creek.) Shallow; lake, between Bernard and Tutshi lakes, Cassiar district, B.C. Shallow. See Mennin. Shalloiv. See Pakwash. Shamattawa; river, tributary to Winisk river, Patricia district, Ont. (Not Matawa nor Sha-niat-tay-wah.) Shames ; railway station, also river tributary to Skeena river. Coast district, B.C. Shamrock; bank, southeast of Gatacre point, Manitoulin I., Manitoulin district, Ont. Shamus ; river, emptying into Matchimanito lake, Pontiac cuunty. Que. Shangoina; island, east of Thunder cape, Thunder Bay district, Ont. Shanks; lake, Tp. 1, Ege. 21, W. 4th M., southern Alberta. Shannonville ; village, Tyendinaga township, Hastings county, Ont. Shanly; post office, Grenville county, Ont. (Not Shanley.) Shantee. See McMahon. S7ianty. See McMahon. Sharbau; island, at southeasterly entrance to Kivers inlet. Coast district, B.C. (Not Sharban.) Reversal of previous decision. Sharp; lake, northwest of Cobalt, Timiskaming district, Ont. Sharp; mount, east of mount Goodsir, Rocky mountains, Kootenay district, B.C. Sharp, See Jack. Sharpe; creek, flowing westerly into Bulkley river, below Moricetown, Cassiar dis- district, B.C. (Not Boulder.) Sharp Mountain (lake). See Elizabeth. Shaughnessy; mount, N. of Hermit mountain, Selkirk Mts., Kootenay district, B.C. Shaver; river, flowing easterly into Primrose lake, central Alberta and Saskatchewan. Shawanaga; inlet, river, and township, Parry Sound district, Ont. (Not Franklin inlet nor Shawanaga bay.) Shawatlan; lake and passage, northeast of Kaien island, Coast district, B.C. (Not Shawatlans nor Shoo-wah-tlans.) Shawatum; mountain, north of Nepopekum cr6ek, Yale dist., B.C. (Not Steamboat.) Shawenegan ; falls, lake, rivers, township, and village, St. Maurice county. Que. (Not Shawinigan nor Shawanegan. Shawnigan; creek and lake, also Shawnigan Lake, P.O. and railway station, Van- couver island, B.C. Sheaffe; island. Brock group, St. Lawrence river, Leeds county, Ont. (Not Black Charlie nor Brush. GEOGRAPHIC BOARD OF C AX AD A 159 SESSIONAL PAPER No. 25d SheaJc. See Sheefe. Sheba; a tvro-peaked mountain, at forks of Gun creek, Lillooet district, B.C. Shebeshekong ; bay, also channel between Franklin island and the mainland, Parry Sound district, Ont. Shecake; island, South bay, Manitoulin district, Ont. Shecatica. See Shekatika. Shedlui. See Deception. Sheehan; lake, Halifax county, N.S. (Not Shehea.). Sbeek; island, St. Lawrence river, west of Cornwall, Stormont county, Ont. (Not Sheak, Sheek's Sheik's, Shieck, nor Shieck's.) Sheep ; lake and mountain, east of Tatonduk river, Yukon. Sheep ; river, tributary to Highwood river, southern Alberta. (Not Sheep creek.) Sheepshanl'. See Shesheeb Sheesheeh. See Shesheeb. Sheffield Vault ; brook, flowing into l[inas channel, Kings county, N.S. Shegunia; river, flowing westerly into Skeena river, above Hazelton, Cassiar district, B.C. (Not She-gun-ya.) ' Shehea. See Sheehan. SheiVs. See Sheek. Shekatika; bay, west of the strait of Belleisle, Saguenay Co., Que. (Not Shecatica.) Shelburne; bay, harbour, and town, Shelburne Co., N.S. (Not Shelbume Harbour.) Shelhurne Harbour. See Shelburne. Sheldon; lake, Lutterworth township, Haliburton county, Ont. (Not Sheldon's.) Sheidon ; lake, on Ross R., also mountain between If acmillan and Boss Rivers, Yukon. Sheldrake; river, Saguenay county, Que. (Not Sawbill.) Shell; brook, tributary to Shell river, north of Prince Albert, Sask. Shellbrook; post office. Sec. 16, Tp. 49, R. 3, W. 3 M., Sask. (Not Shell Brook.) Shell; lake and river, tributary to the Saskatchewan, central Saskatchewan. Shell; river, tributary to Assiniboine river, western Manitoba. Shemogue; harbour and town, Westmorland Co., N.B. (Not Gr. Shemogue nor Bristol.) Shemong. See Chemung. Sheogomoc. See Shogomoc. Sheol; mountain, east of mount Aberdeen, Alberta. Shepherd; mount, north of Sooke basin, Vancouver island, B.C. Sherbrooke; city and county, Que. (Not Sherbrook.) Sherbrooke; creek and lake, northwest of Hector station, Kootenay district, B.C. Sherbrooke ; islands, between Garret and Lynedoch Is., St. Lawrence R., Leeds Co., Ont. Sherbrooke ; township, in Haldimand county, Ont. (Not Sherbrook.) Sherbrooke; village in Guysborough county, N.S. (Not Sherbrook.) Sheringham; point, west of Sooke inlet, Vancouver island, B.C. (Not Sherrinshani.) Sherwood; point, Presqu'ile bay, Northumberland county, Ont, (Not Sherwood's.) Sherwood Spring; post village, Lseds county;, Ont. (Not Sherwood Springs.) Shesheeb; bay and point, east of Black bay. Thunder Bay district, Ont. (Not Shee- shceb, Shesheep, nor Sheepshank.) 160 DEPART3IENT OF THE INTERIOR 4 GEORGE v., A. 1914 Shesheinquann. See Shosbokwian. Sheslay; river, tributary to Inklin river, Cassiar district, B.C. Shezal; canyon, Gravel river, below Natla river, N.W.T. ShictahawJc. See Shiktabawk. Shieck. See Sheek. Shields; landing, on west side of Lower Arrow lake, Kootenay district, B.C. SMktahawk; river, tributary to St. John river, Carleton county, N.B. (Not Shicta- hawk, Shikatehawk, nor Shikitihawk.) Shingwak; lake, north of Cameron lake, Kenora district, Ont. (Not Pine.) Ship; bank, in Owen channel, Manitoulin district, Ont. Ship ; island, N.E. from Horse point, Am'eliasburg township. Prince Edward Co., Ont. Shippigan; harbour, island and village, Gloucester county, N.B. (Not Shippegan.) Shi-shi-shi. See Octave. Shoal; point, in Presqu'ile bay, Brighton township, Northumberland county, Ont. Shoe; island, northwest of Grenadier island, St. Lawrence river, Leeds county, Ont. Shoemaker. See Ingall. Shogomoc; lakes, and river tributary to St. John river, York county, N.B. (Not Sheogomoc nor Shogamoc.) Sholiaban ; creek and fishing station, west of Mekattina cape, Saguenay county. Que. (Not Choniaban, Souriban, nor Sourilaban.) Shongwashu; lake, E. of Boyer L., Kenora dist., Ont. ( Not Shongwashoucheneibwin.) Shookum. See Skookum. Shoo-wah-tlans. See Shawatlan. Shoshokwan; lake, and river tributary to upper Ottawa river, Montcalm and Pontiac counties. Que. (Not Shosboquon nor Shesheinquann.) Shotholts. See Gonzales. Shoulie. See Shulie. Shoushwap. See Shuswap. Shubenacadie ; lake, Halifax and Hants counties, N.S. (Not Grand nor Shuben- acadie Grand.) Shulaps; mountain, between the forks of Bridge river, Lillooet district, B.C. Shulie; river and village, Cumberland county, N.S. (Not Shoulie.) Shunda; creek, flowing southeasterly enters the Saskatchewan in Tp. 40-13-5, Alta. (Not Mire.) Shuswap; lake, river, and railway station, Yale district, B.C. (Not Shoushwap lake, nor Spalumcheen river.) Shuswap; mountains, east of Shuswap lake, Yale district, B.C. Shute; passage, southwest of Portland island, southeast coast of Vancouver L, B.C. Shute ; point, on east shore of Stokes bay, Bruce county, Ont. Sibbald; creek, tributary to Jumpingpound creek, southern Alberta. Sibell; bay, Ladysmith harbour, Vancouver island, B.C. Sibert; point, at southeast entrance to Pine Tree harbour, Bruce county, Ont. Sicannie Chief. See Sikanni Chief. Sidney; channel, island, and town, S.E. coast of Vancouver I., B.C. (Not Sydney.) Sidney; township, in Hastings county. Ont. GEOGRAPHIC BOARD OF C AX ADA 161 SESSIONAL PAPER No. 25d Siflflenr; mountain, south of the junction of Saskatchewan and Siffleur rivers, Rocky mountains, Alberta. Siffleur; river, tributary to Saskatchewan river, Alta. Sifton; lake, south of Shabogama lake, Pontiac coiinty. Que. Sifton; mount, Hermit range, Selkirk mountains, Kootenay district, B.C. Sifton; mountains, west of lake Laberge, Yukon. Siggia. See Haven, Sikanni Chief; river, tributary to Fort Nelson river, Cariboo and Cassiar districts, B.C. (Not Sicannie Chief.) Silver; creek, flowing northerly into Fraser river, below Hope, Yale district, B.C. Silver; islet, in L. Superior, 6 miles east of Thunder cape; also Silver Islet landing, wharf and settlement, on north shore of L. Superior, | of a mile from Silver islet. Thunder bay district, Ont. Silver; lake, lying partly on the east side of Pettypiece township, Kenora district, Ont (Not Manitou.) Silver; mountain, Lybster township, Thunder Bay district, Ont. Silver. See Lowes. Silverhom; mountain, north of Bow lake, soxithern Alberta. Silver Salmon; river, tributary to Nakina river, Cassiar district, B.C. Silvertip; glacier, mountain, neve, and pass, northwest of Sir Sandford range, Sel- kirk mountains, Kootenay district, B.C. Simcoe ; bank and point, entrance to Providence bay, Manitoulin island, Ont. Simcoe; county and lake, southeast of Georgian bay, Ont. Simcoe; island, west of Wolfe I., St. Lawrence R., Frontenac Co., Ont. (Not Gage.) Similkameen; river, Yale district, B.C. (Not South Similkameen.) Simmons; creek, tributary to Stewart river, below Scroggie creek, Yukon. Simms. See Sims. Simon; bay and point, entrance to Greenough harbour, Bruce county, Ont. Simon; lake, south of Obaska lake, Timiskaming county. Que. Simonette; river, tributary to Smoky river, Alta. Simpson; lake and mountains, between Liard and Frances rivers, Yukon. Simpson; pass and river, N.W. of Mt. Assiniboine, Alta. and Kootenay district, B.C. Simpson; rock, Southgate group. Queen Charlotte sound, Coast district, B.C. Simpson Tower; mountain, west of Frances lake, Yukon. (Not Simiwon's.) Sims; bay and island. South bay, Manitoulin district, Ont. (Not Simms.) Sincique. See St. Sixte. Smgoosh. See Singush. Singnsh; lake, in Duck Mountain Forest reserve, western Manitoba. (Not Singoosh.) Sinking; lake, Tps. 59 & 60, R. 6, 4 M., eastern Alberta. Sinknt ; creek and lake, south of Nechako river. Cariboo, B.C. (Not Tsinkut.) Sipanok; channel, between Carrot and Saskatchewan rivers, Sask. (Not Seepanok nor Seepanock.) Sipiwesk; lake, north of Cross lake. Nelson river, Manitoba. (Not Sepewesk.) Sir Donald; mount, also glacier and range of mountains in the Selkirks, B.C. ■J62 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Sir Sandford; mount, also range of mountains and glacier, Selkirk mountains, Kootenay district, B.C. Sir William; island, west of L^niedoch island, St. Lawrence river, Leeds county, Ont Sisipuk; lake on Cliurcliill river, Manitoba and Saskatchewan. (Not Duck.) Sisson; lake and river, tributary to Tobique river, Victoria county, N.B. (Not Little Tobique nor West Branch of Tobique river.) Sisters ; islands, east of Fair point and northwest of Gordon island, St . Lawrence river, Leeds county, Ont. Sitidgi; lake, north of Great Bear lake, N.W.T. (Not Setidgi.) Siwiti; rock, Blunden harbour, Queen Charlotte sound. Coast district, B.C. Six-mile. See Saugum. Sixteen mile. See Oakville. Sixty; creek, branch of Henderson creek, Yukon. Sixtymile; river, tributary to Yukon river, Yukon. Skagit; range of mountains and river, in southwestern portion of Yale district, B.C. Shaloo. See Skelu. Skeena* river, emptying into the Pacific, Cassiar and Coast dists., B.C. (Not Skena.) Skelton; island, Brock group, St. Lawrence K., Leeds Co., Ont. (Not Big nor Round.) Skein; inlet, Graham island, Queen Charlotte Is., Coast district, B.C. (Not Skaloo.) Skena. See Skeena. Skidegate; inlet, also channel between Graham and Moresby islands, Queen Char- lotte islands. Coast district, B.C. Skinner; bluff, north of Cowichan harbour, Vancouver island, B.C. Skinner Pond; village. Prince county, P.E.I. (Not Skinner's Pond.) Skirmish. See Wild Horse. Skirt" mountain, west of Esquimalt, Vancouver island, B.C. (Not Skirt hill.) Skoki' mountain and valley, northwest of Fossil mountain. Rocky Mts., Alta. Skookum; lake, Galbraith township, Algoma district, Ont. (Not Shookum.) Slate; creek, tributary to Klondike river, Yukon. Slate* lake, on Wenasaga river, northwest of L. Seul, Patricia district, Ont. Slate; pass, between headwaters of Klondike and McQuesten rivers, Yukon. Slanghenwhite ; point, northeast of Head harbour, St. Margaret bay, Halifax county, N.S. (Not Oakland.) Slave. See Lesser Slave. Slave. See Sleeve. Sleepy; river, emptying into Obaska lake, Timiskaming county, Que. Sleeve; lake, Tps. 59 & 60, R. 6, W. 4 M., eastern Alberta. (Not Slave.) Slocan; lake, river, and town, Kootenay district, B.C. (Not Slocan City.) Slocoh. See Sloko. Sloko; inlet, lake, mountain, and river, Cassiar district, B.C. (Not Slocoh.) Small. See Little Bow. Small Duck; creek, tributary to Rock creek, Klondike river, Yukon. Small Trout. See Meggisi. Smart; mount, west of mount Bonney, Selkirk mountains, Kootenay district, B.C. Smith; creek, tributary to the south branch of Brazeau river, central Alberta. GEOGRAPHIC BOARD OF CAXADA 163 SESSIONAL PAPER No. 25d Smith; point, southwestern point of Cockburn island, ]\Ianitoulin district, Ont. Smith; rock, in Fitzwilliam channel, Manitoulin district, Ont. Stnith. See Wynott. S)7iith's. See Riall. Smith's creeh. See Nith river. Smiths Falls; railway station and town, Lanark county, Ont. (Not Smith's Falls.) Smoke; lake, in Algonquin National park, Nipissing district, Ont. Smoke ; point, in Weller bay, Ameliasburg township, Prince Edward county, Ont. SmoTce. See Aubrey. Smol-e. See Hickey. Smokehouse; island, north of Chiefs point, Bruce county, Ont. Smoky; lake, northwest of Victoria settlement, Alta. Smoky; river, tributary to Peace river, Alta. (Not Smoking.) Smoothrock; lake, northwest of L. Nipigon, Thunder Bay district, Ont. (Not Smooth Rock Island lake.) Smoothrock; lake, south of Manitou lake, Kenora district, Ont. (Not Smooth Eock.) Snake; island, north of Cedar island, bay of Quinte, Hastings county, Ont. Snake; island, off Departure bay, east coast of Vancouver I., B.C. (Not Lighthouse.) Snake. See Bloomfield. SnaTce. See Fox. Snake. See McCallum. Snake. See Matheson. Snake. See Sylvan. Snares. See Schnare. Snider; post office, Halton county, Ont. (Not Snider's Corners.) Snider; rock, northwest of Martini L, S.W. coast of Digby I., Coast district, B.C. Snider's Corners. See Snider. Snowcap; mountain, west of lower part of Stikine river, Cassiar district, B.C. Snowdon; range of mountains, southeast of Gladys lake, Cassiar district, B.C. Snowslide; creek, tributary to Cariboo creek, Kootenay district, B.C. Snowy; mountain, east of Stikine river, near the elbow, Cassiar district, B.C. Sockeye; railway station, north shore of Skeena river, Coast district, B.C. Soda; creek, flowing into upper branch of Hunker creek, Yukon. Sodalite; valley, east of Ice river, Eocky mountains, Kootenay district, B.C. Sogakwa; portage, at head of Pizustigwan river, upper "Winisk river, Patricia, Ont. Solitude ; mountain, east of Columbia river, Eocky mountains, Kootenay district, B.C. Solmes; island, east of Telegraph island, bay of Quinte, Prince Edward county, Ont. Solmesville; post village, Sophiasburg township, Prince Edward county, Ont. Solomons Temples; islands, north of Charlton island. James bay, New Quebec. (Not Solomon Temple.) Somass; river, flowing into the head of Alberni canal, Vancouver island, B.C. (Not Somas, Somos, Sumas, nor Sumass.) Somenos; lake and post settlement, north of Cowichan river, Vancouver island, B.C. Somerset; island, north of Boothia peninsula, N.W.T. (Not North Somerset.) Sonata; mountain and neve, Selkirk mountains, Kootenay district, B.C. 25c/— Hi 164 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Sonora; island, between Nodales and Okisollo channels, Coast district, B.C. The northern portion of what was formerly Valdes island. Sooke; basin, bay, harbour, inlet, lake, and river, Vancouver island, B.C. Sophia; mountain, near international boundary, Kootenay and Yale districts, B.C. SopMasburg; township, Prince Edward county, Ont. (Not Sophiasburgh.) Sorcerer; glacier and mountain, Selkirk mountains, Kootenay district, B.C. Soskumika; lake, an expansion of Nottaway river, Abitibi territory. Que. Soulanges. See Dondaine. Sounding; creek and lake, southeastern Alberta. Sonrce; lake, in Algonquin National park, Nipissing district, Ont. Souriban. See Sholiaban. Sourilhan. See Sholiaban. Sonris; river, tributary to the Assiniboine, Manitoba and Saskatchewan. Sonris; town, Kings county, P.E.I. (Not East Souris.) Sonth; bay, S.E. end of Manitoulin I., Manitoulin dist., Ont. (Not Manitoulin Gulf.) Sonth; lake, on international boundary, Thunder Bay district, Ont. South. See Algernon. South. See Koksoak. South. See Prince Edward. Sonthampton ;village, at the mouth of Saugeen river, Bruce covmty, Ont. Sou^ Antler. See Antler. South Bay. See Prince Edward. Sonth Baymouth; town site, Manitoulin island, Manitoulin district, Ont. South Br. Eighwood B. See Stimson creek. South Br. Little river. See Flemming brook. South Branch, Moose (river). See Mattagami. Sonth Duck; river, flowing easterly and northerly to Duck bay, lake Winnipegosis, Man. (Not Duck Piver South.) Sonthern Indian; lake, on Churchill R., Manitoba. (Not Indian nor South Indian.) Sonthesk; river, tributary to Brazeau river, Alta. (Not Southesk Branch.) Sagle 194 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 BRITISH COLTJMBIA— Confwne^. Cassiar — Con. Eagle Crag Edgar Edmimd Egnell _ Eightmile Elbow Ewing Fantail Farnsworth Fifteen-viile Fran^ais Francois Gladys Glave Glenora Goat Goodwin Goos6 Gordon Ijrraliam Granby Gun Hackett Halcro Hale Hall Harold Hartz Hatchau Hatin Hayes Hazelton Heart Hendon Hitchcock Homan Hotailuh Hurricane Hutsigola Hyland Ice-cap Inklin Jennings Johnson Kaha Kahtate Kaketsa Kakuchuya Kates Needle Katina Kennicott Kelsall Ketchum Kispiox Kitgargas KiWanga Klootchman Knob Khichman Koketsa Koshin Kuldo Kuthai Kwadacha Lacroix Laketon Laura Laurie Lecroix Leonard Lin a Lindeman Lyndeman Little Tahltan Llewellyn Long McCallum McDame McDonald McGrath Macha Mcintosh McKee McLay McLeod McMaster Mansfield Marble Dome Maria Matsatu Middle Minto Mountain Muchuya Munro Mussen Naas Nadahini Nakina Nakonake Nass Nasse Nelson Nevin North Observation O'Donnel O'Keefe Omenica Omineca Otter Paradise Parton Pereleshin Peveril Pike Plateau Porcupine Porphyry Porter Porter's Landing Quartz Robertson Rocher Deboule Round Ruby Ruth Saddle Sanford Sawback Scud Shakes Shallow Sharpe Shegunia Sheslay Sicanni Chief Sikanni Chief Silver Salmon Skeena iSfcena Slocoh Sloko Snowcap Snowdon Snowy Stanley Stick-ah-din Stikyadin Stikine Stovel Sucker Sugarloaf Sullivan Summit Sunday Surprise Suskwa Tacho Tagish Tahltan Taku Taku Talaha Tanzilla Tatiki Tatshenshini Tatsho Tattiki Tawina Taysen Telegraph Telkwa Teresa Terrahina Teslin The Knob Thibert Toochi Tooya Torres Tory Trout Tsetelui Turner Tutchi Tutesheta Tutshi Tuya Tyee Vad.60 West Whipple White Whiteswan Xschuan Yeth Zenazie Coast. Amy Antonio Arm Ashton Babiue Bacon Bacon Barnes Barrett Beatty Birkby Bishop Bjerre Blackney Black Blackwater Blakeney GEOGRAPHIC BOARD OF CANADA 195 SESSIONAL PAPER No. 25d BRITISH COLTJMBIA- -Continued. Coast — Con Bodega Boundary Boxer Bramham Branham Buckley Bulkley Burns Burroughs Butze Cahnish Calete Cardero Cascade Casey Charles Chassepot Cheslatta Chickens Chilanco Chilanko Chilco Chilcote Chilko China Hat Choelquoit Chonat Clio Cloyah Coast Comblain Connolly Cooper Copper Cordero Coste Crease Cnmming Cundale David Dawkins Dean Decker Defot Delusion Denise De Stein Dodge Dokdaon Dorothy Douglas Driftwood Dryad Dundas DuVernet Ecstall Ecstew Eddy Edgell Eliot Elizabeth Ellinor Elliot Emilia Emmerson Endako Essington Etta Eva Exstew Fair view Falcon Farewell Fern Fisherman Flat Fort Fraser Fort James Fort St. James Francisco Fraser Frederick Galloway Garden Gardner Gaudin Georgia Gertrude Ghost Gil Gobeil Graeme Gramophone Grant Gribbell Grindstone Guard Guard Gurd Hall Hallett Halsey Hawkesbury Hays Hays Hecate Hecate Helen Hibben Hill Hippa Hockstall Holmes , Homalko Homathko Home Hopkins Horsfall Hubert Huckstall Hudson Bay (Mt.) Hnxstall Ikeda Ingraham Inverness Islet Joassa Jorkins Kaien Kaiete Ka-its-siks Kanish Kasiks Xathlyn Kerr Kersey Kestrel Ki-ette Kildala Kinahan Kingcome Kitimat Kitkiata Kitsalas Kitselas Kitsumgallum Klemtu Kloiya Koya Kunghit Knper Kwinitsa Kyeet Lake Lakelse Langara Laurier Lelu Lewis Lewis Lima Long Loretta Louis Louis McKay McLaughlin McLoughlin Maitland Maple Marina Martini ' Mary Mary Maurelle Mayes Mayor Melville Metford Metlakatia Miller Minette Miskatla Mission Money Moody Moore Morice Moricetown Morrice. Morricetown Morse Mouat r^a-a-ma Nadina Nahlin Nalta Nankivell Nasoga Nechako Nelly Nemaia Nesto Nicholas Nicolas Niut Noel Noolki North North Porpoise North Skeena Nowell Nnbble Nulki Okisollo Oldfield Ootsa 25(Z— I3i 196 DEPARTMENT OF THE IXTERIOR 4 GEORGE v., A. 1914 BRITISH COJAJUBIA— Continued. Coast— Con. Osborn Owen Oxstall Paisley Parizeau Pender Pepin Pethick Phelan Philips Photograph Pillsbury Pilot Porpoise Port Essington Prevost Prince Rupert Promise Pulteney Pulton Quadacha Quadra Qtianeca Quinitsa Raley Raymond Ridley Riordon Ritchie Roberson Bound Russell Salvus Schreiber Scott Seal Shames Sharbau Shawatlan Shoo-wah-tlans Simpson Siwiti Skaloo Skeena Skelu Skena Skidegate Snider Sockeye Sonora Southgate South Porpoise Spire Springer Square Squire Stainforth Staniforth Stapledon Stelako Stella Stellako Stevens Stewart Stickelahn Stikelan Stuart Surge Tachick Tarte Tatla Tatlahco Tatlayako Tatlayoco Tatlayoko Tatlayoo Telk-wa Tiahn Tian Tide Tobey Tomkinson Tomlinson Tremayne Trivet Tuck TulUn Turn Turtle Tyee Ursula Valdes Venn Verney Vigilant Waiatt Wainwright Walbran Walkem Walkem Walters Wark Watson Wedge Wi-yat Wolfe Work Wright Wyatt Zanardi Zemawdza Zymoetz Lillooet. Anderson Birkenhead Brew Bridge Cadwallader Cay cose Cayoosh Chilco Chilcote Chilcotin Chilko Currie DuSy Fergusson Fraser Green Gun Giinn Hanceville Lillooet McGilUvray McGillvary McLean Marble Mission Na-a-ma Nemaia Pemberton Penrose Pool Poole Riske Seaton Seton Sheba Shulai)s Taseco Taseko Tatlow Tvaughton Whitewater Yalakom Kootenay. Abbot Abbott Adamant Afton Airy Akamina Akamina Akolkolex Akotkolex Albert Alexandra Amiskvri Angle Peak Ann Anstey Argyle Assiniboine Asulkan Athalmer Augustine Austerity Avalanche Ayesha Azimuth Bad Bagheera Bain Baker Bald Baldur Balfour Bannock Battle Beatrice Beaver Beaverfoot Beavertail Bedlington Begbie Biddle Blackwater Blaeberry Blueberry Blue Grouse Bonney Booth Bor Bosworth Boulder Boundary Bow Bowman Brewery Brewster Brisco Bruins Brvce Bull Burgess GEOGRAPHIC BOARD OF CANADA 197 SESSIONAL PAPER No. 25cl Kootcnay— Con. Burton Bush But-w-ell Cahill Campbell Canterbury Cape Horn Caribou Caribou Carroll Cartier Carnarvon Cascade Castor and Pollux Catamount Cataract Cathedral Chancellor Chaperon Cheops Cherub Christy Cinnamon Citadel Clachnacudainn Clarke Cogle Collie Collie Columbia Cony Copeland Coral Corbin Cornice Corsair Cougar Cranberry Cranbrook Creston Crowsnest Cupola Curtis Cyprian Dago Dainard Daly Dawson Deer Park Deltaform Demers Dennis Dent Denver Despatch Desolation Deville Dibble Dispatch ' Dogtooth Donkin Duchesnay Duncan Eagle Earl Grey Elk Emerald Emerald Ennis Esplanade Evans [TISH COLUMBIA- -Continued. Falls Hogg Felucca Hoi way Feuz Hoodoo Field Hooker Fife Horn Fire Horn Fish Hospital Fisher House Flat Howse Flathead Huber Hughes Hungabee Fleming Float Fording Hungry Fort Steele Hunter Fosthall Hurd four-mile Hutchison Fox Ice Freda Illecillewaet Freshfield Incomappleux Freya Frigate Iconoclast IngersoU Fritz Inonoaklin Galena Invermere Gallon Insulated Garnet Irishman Gateway Isolated Geikie Johnston Gibraltar Jordan Gimli Joseph Glacier Kate Glacier Crest Kaufjman Gladsheim Kerr Gladstone Kicking Horse Glenogle Gnat Kid Killarney Goat-Canyon creek Kilpatrick Goatfell Kdnbaeket Gold King Gold stream Kingsgate Goodsir Kiahinena Gordon Kitchener Gothics Kiwetinok Graham Koos-ka-nax Grand ' Kootenay Granite Kuskauax Grant Kuskouook Grays Ladybird Gray Wolf Green LaFrancp Lakit Greens Lamb Greys Lardeau Grizzly Lardo Grundy Laussedat Guardsman Lazy Habel Leanchoil Halcyon Leda Hall Lefroy TJammond Leon Hanbury Leon Hot Springs Hansen Lewis Ha«kinve Kejimkujik Marshall Cove Port Lome Port William Segum Sega Antigonish. George St, George Cape Breton. Big Loran Big Lorraine Bras d'Or Clark Flat Fourchu Gabarus Gabarouse Great Brae d'Or Great Bras d'Or (lake) Little Bras d'Or Little Loran Little Lorembec Little Lorraine Lorembec Low Low Mainadieu Menadou Neal Neil Peter's Petre Petrie Pe trie's St. Andrew Scatari Winging Winirtg ]\'inning Colchester. Basin of Mines Debert nehcrt Kemptown Masstown Minas basin Mines basin, Partipique Portapique Waughs Cumberland. Basin of i\Iines Chignecto Conn Mills D'Or Dare Joggins Macan Maccan Minas basin Mines basin Parrsboro Philip Phillip Salem Salent Shoulie Shulie South Joggins Sotttli Joggings Digby. Bear Belliveau Brier Bryer Hebert Metaghan Moteghan Meteghan Station Prim Rogers St. Mary GuysborougK Caledonia Charlo Charlo's Cove Crow Harbour Isaac Harbour Liscomb Middle Caledonia Neuton Newtown Port Bickerton (^ueensport Sherbrooke Halifax. Barrie Big Thruracap Black Duck Run Boutilier Boutillier Brian Brine Caribou Mines Catch Clarke GEOGRAPHIC BOARD OF CANADA 205 SESSIONAL PAPER No. 25d Halifax— Con. Cleaveland Cleceland Coachman Coolen Coonan Covey Coyle Dauphinee Dauplmey Dover Doyle Eisner Eisenhaiir Fleming Frederick Frostfish Oeorge Grampus Grand Hackett Cove Haggert Harbour Hosier Hubbards Hubley Hubly Isnor Ketch Kieley Kitiwiti Leary Lichfield Litchfield Little Musqviodoboit Little R. Mttsquodoboit Manger Meagher Mosher Myra Navy Oahland Osier Peggy Cove Perpjsatrick Perrang Perrin Petpeswick Pine Wood Ponhook Reed Reid St. Croix St. Margaret Schnare Shad Shag Sheehan Shehea Shubenacadie Slanghenwhite Smith Snares Stephens Stevens St,ny Tangier Taylor Tenants Terence Tern Thorn Thrumcap NOVA SCOTIA— Continued. Tom Tun Turner IVhite Wynott linnenbnrg;. Hants. liasin oj Mines Cheverie Chiverie Cockmagun Cockmigun Cogmagun Grand Hcnnigar Joshua Hennigar La Tete Minas basin Mines basin Northfield Petite Ponhook St. Croix St. Croix Shubenacadie Tenecape Teuny Tenuycape Teny Tenycape Threemile Plains Walton Weir Inverness. Bras d'Or Cheticamp Dennis Denys Grand Etang Great Bras d'Or (lake) Margaree River Denys St, Patrick Kings. Basin of Mines Baxter Harbour Billtown Canaan Chipman Corner Coldbrook Hall Hall Harbour Indian Kinsman Longspell Meehin Minas basin Mines basin Now Canaan North Corner Norths Scotsman Sheffield Vault Split Wheaton Vault Whitorock White Rock Mills Whites White's C-)rner Aspatagoen Aspotogan Coleman Dares Dauphinee Dauphney Gaetz Hobson Indian Lahave Le Havre Meisner Misener Upper Laliave Picton. Barney Barney River Big East John Merigomish Middle West West river of Pictou Queens. Cegemecega Fairy Joli Head Kejimkujik Medway Port Joli Port Matoon Port Meduay Port Metway Port Mouton Segum Sega Richmond. Ardoise Bras d'Or Creighton Crichton Dog Framboise Freestone George Gooseberry Great Bras d'Or (lake) Gregory Habitants Inhabitants Janvrin J ail vr in L'Ardoise Marjorie Petitdegrat Petit Degrat Petit de Grat Poulamon St. George Seul 206 DEPARTMENT OF THE INTERIOR Shelburne. Big Port VHebert Emulous Emulow Read of Jordan (river) Jordan River Locke Lockeport McNutt Port Ebert Port Hebert Port Latour Port L'Eebert Ragged Ragged Island (harbour) Rugged NOVA SCOTIA— Concluded. Rugged Island (harbour) Shelburne Shelburne Harbour Victoria. Aspy Bird Boularderie Bras d'Or Ciboux Grrea.t Bras d'Or Great Gras d'Or (lake) Hiboux Indian Inganish Ingonish 4 GEORGE v., A. 1914 Munro Niganishe St. Andrew St. Ann St. Patrick Yanuoutli. Cegoggin Chagoggin Chegoggin Great Tusket Green Cove Maitland Port Maitland Tusket Addington. Ashby Eflingham Island Little Wesleincoon Weslemkoon Algoma (District). Bacheuanaung Bagutchuan Batchawana Blind Bridgland Brule Chiblow Chippewa Clear Coldwater C orb ay Corbeil E. Branch Thessalon R. Endikai Grand Grasett Harmony Hilton Jackson Jones Kaikaquahick Kenogami Macoming Madendanadu Magog Marksville Matinativdo Misinabi Missanabie Missinaibi Mississagi North Lizard Pagwachuan Pakouagaming Pakovcaminy Pakowkami Parisian Parisienne Patauquin Pawghtcheuan Pawgutcheuan Pegamasai Petauguin ONTARIO. Potcgulchuan Reception Robertson Rowe St. Mary Shookum Skookum Superior Tendinenda Waagoosh iVahbiquckobing ^ ahcomatagaming Wahquekobing Wakomata Wakwekobi Waugush Brant. Alford Mford Junction Eaglenest Middleport Mohawk Mt, Pleasant Ndith (river) Smith's (creek) Tuscarora East Gage Knapp Long Melville Myles Ninemile Penitentiary Prince Regent Quebec Royal George Seven Acre Wolfe Bruce. Arbutus Argyle Bad Neighbour Baptist Barrett Beament Belcher Birch Boyer Burke Campbell Cataract Cavalier Chantry Chiefs China Cigar Clark Corisande Cornet Corsair Cove Cove Island Crab Dack Dane Doctor Dorcas Dore Douglas Eagle Earl Patches Echo Evelyn Fishing Flowerpot Gat Gauley Ghegheto Gig Gilphie Georgian Golden Greenfield Greenough Gull Gunn Harmony Hopkins Horton Huntress Hurd Inverhuron Isle of Coves Johnston Juno Kincardine Knife Kolfage Lambert Lee GEOGRAPHIC BOARD OF CANADA 207 SESSIONAL PAPER No. 25d Bruce — Con. Lionhead Logie Loscombe Lyal MacGregor Macpherson McCallum McElhinney McNab McRae Mad Main Malcolm Milton Parker Penetangore Pine Pine Tree Porcupine Port Elgin Ragged Red Reid Ripple Russel Saturn Saugeen Saxon Scott Scougall Scout Seashell Shute Sibert Simon Smokehouse Snake Southampton Stokes Stony Tecumseh Terry Tobermory Tolmie Turning Ttcin Vrooman Wanderer Warner Warren Wells Welsh Wreck Youell Zinkan Carleton. Bells Corners Britannia Bay Biickhani Dwyerhill Rockcliffe Rockliffe Goiilburn Hardwood Plains Harwood Plains Hemlock Herbert Corners Hurdman O'NTARIO— Continued. Hurdman's Bridge Jockvale Johnston Corners Limebank Mackay Orleans Ottawa Remic Remous St. Joseph d'Urleans Stanley Corners Stittville Westboro Woodrofie Dnndas. Bouckhill Brinston Brinston's Corners Dixon Corners Froatsbiirn Galop Little Nation Nation Newross Petite Nation Reid Mills South Nation Toussaint Toussons Toyehill Elgin. Aldborough Aylmer Big Otter Big Otter Creek Glencolin Otter Port Burwell Essex. Edgar Edgar's Mills He aux Peches Peach Pelee Pointe Pelee Puce Ruscom St. Clair St. Joachim Frontenac. Ambella Arabella Bayfield Bolivia Brown's Francis Hickory Cashionglen - Colquhoun Craigs Delisle Garry Glenbrook Glengarry Glennevis Glenroy Grant Corners L'Islet Mouile Mouille Mouill^e Munroe Mills Raisin Rigaud Riv. aux Raisins St. Raphael Stanley Stonehouse GrenTllle. Acton Corners Bishop Bishop's Mills Burritt Rapids Easton E as ton's Corner t Galop Graisse Kemptville Little Nation Lordmills McReynolds McReynold's Cornert Millar Millar's Corners Nation Petite Nation Shanly South Nation South Rideau Wilson IVilson's Bay Grey. Georgian Glengarry. Baudet Beaudet Black Bodet Haldimand. Canboro Cook De Cewville MoKenzae Nelles Nelles' Corners Sherbrooke Willowgrove Halibiirton. Boshkung Bright Burnt Canning Cay-ke-quah-bekung Davis 208 DEPARTME2{T OF THE INTERIOR 4 GEORGE v., A. 1914 Haliburton— Con. Drag East Eel Eels Farquart Fishtail Fletcher Grace Haliburton Hall's Harry Johnson Kabakwa Kah-bah-bah-quah Kah-shah-gah-wig-e-mog Kah-wah-she-be-mah-gog Kahicainbejewagamog Kashagawi Kashagawigamog Kawagama Kekkekwabi Ken-ne-big Ken-ne-ses Kennibik Kennisis Kimball Kingscote Kushog Little Boshkung Louisa Macdonald McFadden McKenzie Miskwabi Mis-qnah-ie-nish Monk Monmouth Moore N e-na-tik-go Ninatigo North Numnekaming Nunikani Oxtongue Paudash Pee-pee-ke-wah-be-kimg Pen Percy PipiKwabi Poverty Redstone Rock Sah-uah-mish-she St. Nora Sawamisshi Sheldon Soyers Stormy Straggle Welcome Halton. Bronte Milton Milton West Oakville Sixteen Mile Snider Snider's Corners Tirelre Mile ONTARIO — Continued. HastiiLgs. Anne Baker Baptiste Bayside Boulter Clark Coehill Coe Hill Mines Copeway Deseronto Diamond Dickey Dixon Egan Fraser Grimsthorpe Gunter Hastings Hungry Jamieson Jamieson's Jordan Kaijick Manitou Kamaniskeg L'Amable Limestone Long Long Moira Myers Nigger Ox Papineau Quinte Salmon Shannonville Sidney Snake Tangamong Telegraph Thomson Thurlow Trent Trenton Trident Tyendinaga Wadsworth Whetstone Wolf York Zwick Huron. Albert Ausable Bayfield Blacks Cantin Goderich Kin tail Maitland Menesatung Sable St. Joseph Wright Kenora 'District). Abraham .•\bram Adam Affleck Aiabewatik Alexandra Amik Ant Anzhekumming Armstrong Ash Asheigamo Assinkepatakiso Atikwa Austin Bad Rice Bailey Bakado Ball Balne Barclay Barnston Barren Barrie Basket Bass Beaubien Beaverhouse Bending Bent Berry Black Bird Black Saubill Blueberry Botsford Boulder Bowden Boyer Brownie Burnet Burntwood Butler Calder Cameron Canon Canoe Carleton Caron Celtis Centrefire Cherry Circle Clear Clearvater Cleftrock Cliff Cook Corn Crow Daniels Danish Deacon Deer Delany Denmark Dinorwic Discovery Dominick Don Drewry Dryberry Dryden Dyment Eagle Eagle Rock Edith GEOGRAPHIC BOARD OF CANADA 209 SESSIONAL PAPER No. 25d Kenora (District)— Co/i. Edward Elbow English Ethel Eva Evening Favel Fawcett Fiord Fisher Flint Fluke Fog Foreleg Forest Gamskagamik Gawjewiagwa Ghost Gilbert Gordon Gi-assy Rinr (lake) Grindstone Gryphon Hall Harris Hawk Hawkclifi Hawkrock Hebden Hector Highstone Hill Hodgins Hourglass Hughes Hutchison Ingall Jay John Kabagukski Kabikwabik Kabitustigweiak Kagiwiosa Kaiashkomin Kakagi Kakinnozhans Kamanatogama Kaminnassin Kaminnaweiskagwok Kaminni Kamongus Kaopskikamak Kaoskauta Kappsakosi Kapikwabikok Kasakacheweiuak Kawashegamuk Kauasheibemagagamak Kawawia Kavav iaga mak Keikewabik Kekekwa Kennabutch Kennewapekko Kenora Kenozhe Keys Kilvert Kimmewin Kinnickoneship Kiunyu Kinoje 2r>d—u O'STA'RIO— Continued. Kiskopkechewans Knob Kramer Kukukahu Kukukus Kukus Large Trout Laurier Lester Lewis Lindal Line Linklater Little Jackfish Little Wabigoon Lobstick Lonely Ls>ne Mart's Long Loon Lome Lost Lount Low Lynx MacMillan McDonald McHugh Mclntyre McLennan Mang Manitou Manitumeig Manomin Mark Martin Matilda Maynard Meander Meggisi Menikwesi Mennin Meskwatessi • Mestowana Miller Minnaweiskag Minnehaha Minnesabik Minnikau Miiinitaki Mongus Moonshitie Morgan Mountain Mud Mystery Naniego Nemcibennuk Nijnrod Norse N. W. Angle Nozheiatik Nvrse Oak Oneman Ord Osbourne Osipasinui Otakus Oval Ox drift Painkiller Parrywood Peak Pelican Penassi Perault Pereuult Perrault Pichenninnis Picture Narrows Pine Power Priam Rat Portage Rosamond Ross Route Rowan Saganaga Sasakwei Schist Schnarr Seggemak Selby Separation Seul Shallow Shingwak Shongwashu Silver Small Trout Smoothrock Spar Stanawan Stanzhikimi Stephen Stewart Stranger Sucker Summit Summit Sunday Sunshine Syndicate Tache Talbot Tasheigama TawatinaAv Teggau Threefork Thunder Tide . Twilight Vnaminnikan Uphill Upper Manitou Vermilion Vulture Wabigoon Wabigtrunn Wall-eye Walsh Wapageisi Wapoose Wapus Washeibeniaga Wasp Weiseipno Whitney Wickens Wigivas Wilcox Willard Williams Winnange Woods 210 DEPARTMENT OF TEE INTERIOR 4 GEORGE v., A. 1914 Kent. Dover East Dover South East Dover Ennett Jeannette Mitchell Mitchell Bay Muirkirk Paincourt Rondeau St, Clair Turnerville IJambtom. Blackwell Blind Blue Chematogan Edward Eddy's Mills Edy Mills Fawn Harris Henry Corners Ipperwash Kettle Kingscourt Mandamin Moore Petrolia Point Edward St. Anne St. Clair Woodtick Lanark. Allan Mills Christie Lake Ferguson Falls Franktown Smiths Fallb Leeds. Adelaide Admiralty Amazon Amherst Ash Aspasia Astounder Aubrey Axeman Bagot Barge Bass Bathing Bathiirst Battersby Baumgardt Beaurivage Belabourer Bellamy Big Big Stave Bingham Black Charlie Bloodletter Bloomfield Bluff ONTARIO — Continued. Bluff Boss Dick Bouchier Bowes Bratt Bridge Brock Broughton Brush Bucks Burnt Burntstone Brish Camelot Campbell Carnegie Catline Cedar Champagne Cherry Chichester Chimney Chimney Island (point) Citron Clark Cleopatra Club Cockburn Collier Conran Constance Cook Corn Corn Corn Island (shoals) Cunliffe Ctit Dark Dark Dashwood Davis Deathdealer Deer DeRottenburg DeWatteville Dinghy Dobbs Doctor Donald Downie Dromedary Dumfounder E. Chimney Island (ehoals) Endymion Everest Fairfield Fairfield East Fairy Fiddlers Elbow Fisher Float Forsyth Fort Wallace Gage Garden Garrett Gates Georgina Gibraltar Gig Glenelbe Gordon Goulbourne Grape Grass Grenadier Griswold Grog Guide Gunliffe Hambly Hamilton Harvey Hay Hickey Hill Hog Hooper Horseshoe" Howe Huckleberry Hmnbly Ingall Jackstraw Johnson Jones Lake Fleet Leak Leek Leroux Lindoe Lindsay Little Littlejohn Little Stave Lynedoch McCoy McDonald McDonald's Mcintosh McMahon McNair Melville Mermaid Mile Mile Millar's Milton Mink Montgomery Mulcaster Murray Myers Narrow Navy Needles-Eye Netley Niagara Niddery Ninette O'Conor O'Connor Old Bluff O'Neil Otty Owen Patterson Pear Peel Perch Picnic Pilot Pine Pitchpine Poole Pooles Resort Popham Prince Alfred GEOGRAPHIC BOARD OF CA'NADA 211 SESSIONAL PAPER No. 25d ONTARIO— Continued Leeds— Con. Teo Goose Yorke Grand Manitonlin Prince Edicard Grantham Prince Regent Lennox. Grant I'rincess Charlotte Gravel Psyche Salmon Great Duck Quarry Unger Green Eaft Greene Ramsden Lincoln. Greene Island Raspberry Gull Rattlesnake Bismarck Hammond Redhorse Camden Hannah Reed Campden Hensley Refugee Gainsborough Herschell Renny Grassey's Corners Hetcson Riall Grassie Horseshoe Rich Jordan Harbour Houston Robert Queenston Hughson Robinson St. Ann Hungerford Rocksprings St. Catharines Husten Rolleston St. David Hyndman Rose Wellandport Indian Rough Inkster Round Manitonlin (District). Inner Duck Rowley Ivan Royal Advance Jacksoii St. Helena Agawa James St. Lawrence Aguaua Jenkins Savage Ainslie Jennie Graham Scorpion Bain Jones Seeley Beech Kipling Seven Pines Belanger Kitchener Shantee Benson Kitty Shanty Birch Labrador Sheafte Black Larry Sherbrooke Blake Leask Sherwood Spring Blue Jay Little Shoe Boom Little Cockburn Shoemaker Buckeye Little Grant Simcoe Buller Little Green Sir William Burnt Lonely Sisters Burnt Island Lougheed Skelton Cariboo Lucas Smith's Carroll Wood Lynn Smoke Carter Macauley Snake Castilian McCarthy Sparrow Channel McGaw Spectacles Charlton McKay Spilsbury Chisholm McKim Spit Christina McLelan Spong Cinder Magnetic Sauaw Stave Cockburn Maiden Dave Manitoba Stovin Dean Manitou Sugar Desert Manitonlin Sumac Dominion ManitouUn gulf Sumach Dunn Manitowaning Siirveyor East Belanger Mary Tar East Sister Mayflower Tent Edna Mel dr Tim Tent Island (shoal) Ella Melville The Punts Emily Maxwell Methuen Thwartway Everett Michael Tidds Eagan Middle Duck Troughton False Detour Mildram Twin Sisters Fisher Mil drum Van Buren Fitzwilliam Milton Vansittart Frechette Mindcnioya Victoria Froude Mink Wallace Gaspesia Misery Watch Gatacre Mississagi Wedlock Genesta Monell Willoughby Girouard Murphy Wiltse Glycerine Mutf hniore 25(1— lU 212 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Manitoulin (Dist.) Con. North Outer Duck Owen Pearson Perseverance Phcebe Porphyry Portage Providence Pulpwood Purvis Quarry Queen Rathbun Red Dan Rickett Rickley Rixon Roberts Robertson Rudyard Sand Saunders Scotchie Seaman Shamrock Shecake Ship Simcoe Simms Sims Smith South S. Bayniouth Square Sriglej Stafford Steevens Stow art Stony Taylor The Narrows The Ridge Thibault Thistle Thomas Timber Todman Vigilant Volunteer Wagosh Walker Walkhouse Wallace West lielanger West Duck Western Duck West Sister Wheeler White Wild Woods Yeo Middlesex. Arva Fairfield Glenwillow Hutchinson Hutchison Kerwood ONTARIO — Continued. London Junction McGillivray Mclnnes Mclnness Maplegrove Medway Parkhill Pottersburg The Grove Walker W. McGillivray Muskoka (District). Bays Brebeuf Georgian Muskoka St. Mary Trading Nipissing (District). Aylen Cache Camp Cassels Dotty Friday Great Opeongo Hay Link Little Madawaska Little Opeongo Lobster Macauley McNevin Maggie Matabechairan Matabitchuan Net Obashkong Opeongo Peesliabo Pishabo Provoking Ragged Rib Sea Smoke Source Taniagaming Tasso Tea Temagami Temiscaming Temiscamingue Temiskaming Tim a garni Timiskaming Two Rivers (lake) White Bear Murfolk. Fairground Kinglake La Salette Long Long Point Mabee Maybee North Foreland Outer bay of Long Ft. I'illanova Northumberland. Brighton Calf Pasture Carrying Place Gale Murray Peter Presqu'ile Sherwood Shoal Stony Stoney Trent Twelve O'clock Weese Ontario. Big Rouge Creek Couchiohing Champla;in Chiefs Uuffln Frenchman Orchard Pickering Rouge Starvation Strawberry Oxford. Banner Currie Curries Crossing Folden Folden's Corners Goble Harrington Harrington West Hawtrey Nith river Smith's creek Tillsonburg Parry Sound (District). ■ Alwin Bigsby Bray Cherry Counts Dead Deipot Dokis Frances Smith Franklin Georgian Germain Guano Hanna Keefer Key Lash Maganatawan Magnctavan Mann Mtirray Perkins Phillips Pine Pratt GEOGRAPHIC BOARD OF CAXADA 213 SESSIONAL PAPER No. 25d Parry Sound (Dist.)— Con. Ruel Shawanaga Sliebeshekong Supply Wedge Wicksteed Patricia (District). Achigo Anamefjini Annimwash Asheweig Attawapiskat iiadesdawa Bamaji Bamajigma Birch Black Iron Blackstone Blufiy Cat Cedar Clinch Koone Chukuni Cochrane Cross Eabemet Ekvran English Eqiian Fairy * Favourable Fawn Fishbasket Fort Serern Greenshields GuUrock Hair Hudson Kabania Kah-mini-ti-qua-qidack Kakinookama Kanuchuan Kapikik Kapiskau Kapkichi Kasagiminnis Kay -gat Kaypiscow Kee-she-kas Keigat Kenozhe Kishikas Kishki Lake of the Narrows Little Cedar Little Sachigo Little Shallow Lonely Long-legged Lower Clearwater Machawaian Makokibatan Mamakwash Mameigwess Manitush Margaret Marten Drinking Matawa Medicine-stone Meggisi ONTARIO— Com /in u erf. Michikamog Michikenis Michikenopik Miminiska Mimominatik Misamikrt-ash Monsomshi >;ameins Xankika Nechigona Nemeigusabins JNibinamik Nolin Obashi Ochig Ogani Opikeigen Opinnagau Oponaek Otoskwin Ozhiski Ozhiiskans Packhoon Fagaonga Pakhoan Pakwash Papaonga Paquash Pe-kange-kum Pekangikum Pepisquew Pichinamei Pickle Pikangikum Pizustigwan Potringow Red Root Sachigo Sagaminnis Sesikinaga Seul Severn Shabumeni Shagamu Slialcanch Shallow Shamattawa Slate Sogakwa Sutton Tabasokwia Tashka Totogan Vpinnakaw ]'crmilion Wadopi Wagabkedei U ai-nusk Wapakik Wai)ikoi);i Wapitotem Washagamj Washagomis [ iVashagummy Washi Weenisk \Voibikwei Wenasaca West Winisk Whitefish Spnirning Whitostone Wigwasikak Williams Windigo Winisk Winisk Winiskisis Winonitikameg Wintawanan Wizida Wizidans Woman Wunuummin Peel. Caledon East Campbell Cross Campbell's Cross Credit Porks Derry Derry West East Caledon Forks of Credit Inglewood Stanley Mills Stanley's Mills Perth. Listowell St. Marvs Peterborough. Anstruther Barrette Bolger Buzzard Catchacoma Chemung Compass Cox Eagle Gull Jack Kag-isli-a-bog-a-mog Kasshabog Ketchacum Loucks I Mississagua Oak j • Pencil Pilot Serpentine Shemong Stony Stoplog « Tallan Prescott. A locas Aiitaca Azatika Deseticaux Dez Atnecane , Fournier Fourniercille Graisse Gratton Corner Great Hamilton Large Little Nation L'Orignal McAlpine Nation Petite Nation Rigaud i South Nation 214 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 Prince Edward. Albury Athol Ameliasburg Bald Becroft Big Bigelow Big Sandy Cadman Capt. John's Carrying Place Cedar Charwell Cole Consecon Cornwall Park Cow Egg Foresters Fox Grape Gravelly Green Grove Gull Horse Hufi Indian Indian Little Sandy Massasauga Miller Muscote Northport Onderdonk Ostrander Owen Pine Pleasant Potter Prince Edward Quinte Rednersville Robinson Rossmore Salmon Salt Salt Scotch Bonnet Ship Smoke Solmes Solmesville Sopliiasburg South South Bay Stoneberg Stoneburgh Telegraph Wallbridge Way Weller Wellington West Wicked Youngs ^ainy River (District). Basswood Bay ley Big Knife ONTARIO — Continued. Birch Bottle Cache Carp Chaudiere Chaudiere Crooked Curtain Cypress English Fort Frances Hunter Iron Kettle Knife Koochiching La Croix Little Knife Little Vermilion Long Sault Loon Manitou Melon Merriam Naraakan Nameiikan Namoukan Nequaquon Pooh-bah Portage Rainy Saganaga Sand Sand Point (lake) Seed Seiganagah Seiganagan Seiganagaw Swamp Vermilion Wuwiag Whitewood Woods Renfrew. Allnimette .( Uu7nettf Bark Birr on Rattery Beardwood Blackfish B.is Dur Carson C:\viAev Chalk riialk River Charlotte iCorry Curry's Gorman Greenan L&ve Liiflr Bois Dur Mc Master Madawaska Paugh I'rtuhroke Pot aw aw a Petcvaira Rockliffe Snutli Prfanawa Stonecliff Sturgeon Tucker York Russell. Bearbrook Bray Bray's Crossing Carlsbad Springs Cheney Cheney Station Cobb Eastman's Springs Embrun Little Nation Martel Martel Corners Nation Petite Nation St. Onge South Nation The Lake Simcoe. Bond-Head CaTthew Couchiiohing Georgian Glenhuron Kempenfelt McPhee Penetanguishene • Simcoe Stormont. Black Chrysler Croil Crysler Dickinson Landing Eamer Farran Point Harrison Harrison's Corners Hoople Little Nation McMillan Corners Mille Roches Monckland Monklands Nation Osnabruck Osnabruck Centre Uznabruck Petite Nation Raisin Raisins, Riv. aux St. Andrews Sheak Sheek Sheik's Shieck South Nation Sndbnry (District). Katherine Wahnapiiae W ak amagaming Wakami Wanapitei GEOGRAPHIC BOARD OF CANADA 215 SESSIONAL PAPER No. 25d Thunder Bay (District). Aldridge Allanwater Arrow Bagutchuan JSarbara Barnard Barrington Beckington Black Sturgeon Bonnet Brodeur Bruld Bukemiga Caldwell Campbell Caribou Carp Cat-tail Chivelston Cock Crystal Davies Dawson Devizes , Edward Elbow Elizabeth Emma Eskwanonwatin Esquanonwatin Flatland Fort William Fowl Frank F razor Geikie George Georgia Gourdeau Grand Grand Granite Grassy Great New Greenbush Grey Gtill Gunflint Gzowski Hannah Harris Haystack Heathcote Hen Houghton Humboldt Island Portage (lake) Jarvis Jean Jean-Pierre .1 essie Jojo Kabitotikwia Kabitotiquia Kagianagami Kaiashk Kama Kaministikwia Kashaweogama Kawakashkagama Kawashkagama Kawaweogama ONTARIO — Continued. Kaivauiagamak Kelvin Kenogami Kenny Keshkabuon Kopka Lasher Lily Little Flatland Logan Lomond Long Lookout Mackenzie McEwen Mclntyre McKay McKellar McLaurin Magnet Magnetic Makokibatan Manitou Maria Marshall Martin Masinabik Mattice Mazokama Michipicoten Middlebrun Miminiska Mission Montreal Moose Mountain Mud Muddy Murchison Nameiben Nepigon Neston Nipigon Nonwatin Nonwatinose North North Fowl North Wind Obonga Oboshkegan Obowanga Ogoki Ombabika Onamakawash Onaman Onamanisagi Opichuan Orient Pagwachuan Parks Partridge Pashkokogan Pawghtcheuan Paicgutch'.wan Pickitigouching Pigeon Pijitawabik Pijitawabekong Pikitigushi Pine Pishidgi Pittite abikong Port Arthur Powgulchuan Rabbit Randolph Rat Reef Robinson Rose Rove St. John Saganaga Seiganagh Seiganagan Seiganagaw Sapasook Sapassoose Sapasuk Savant Selwyn Seseganaga Shaganash Shakespeare Shangoina Sharp Mt. (lake) Sheepshank Shcesheeb Shesheeb Silver Smoothrock South South Fowl Superior Surprise Swede Tempest Threemoant Tiernan Triangle Turtle Wabakimi Wabinosh Wanogu Watap Waweig Wawiag Wawong Wendigokan Whiteclay White's Whitesand Wigwasan Windigo Windigokan Timiskaming (District). Abitibi AsipiTuocasi Barber Bass Bear Beaverhouse Benson Blanche Cassidy Clear Cobalt Crosby Crown Dawson Farr Friday Gem Gillies Giroux \ Goodwin 216 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 ONTARIO— Concluded.- Timiskaming (Dist.) — Con. GoAvganda Grace Haileybury Hannah Hannah Bay (river) Harricanaw Isabemagzissi Johnny Johnson LabyTinth Larder Latchford Liskeard Lorrain Magiisi Mallon Martineau Matabechawan Matabitchuan Matta-gami Montague Montreal Mud New Liskeard Nicol Okikodosik Peterson Present President Prud'homme Raven Rib Rousselet St. Anthony Sasaginaga Sharp S. Br. Moose R. Sutton Teniiscaniing Kings. East Soiiris Hd. of St. Peter's Bay Montague Montague Bridge Peters Road St. Peter Souris Abitibl (Territory). Asinitchibastat A.'sisinika Baxter Bell Broadback Buck-hill Cabane Chebistuanonekao Chensagi Chibougamau Coban Cold Cone Temiscaviingue Clappison Temiskaming Flamboro Centre Timiskaming Flamboro East Wabi Flamboro Weet Ward Gait Wright Harper Cornera Mill Victoria. Ryckman Burnt Stony Montgom-:ry Stoney Young W. Flamboro W. Flamborough Waterloo. York. Gait Mill Big Rouge Creek Nith river Clairville Smith's creek Don Don Welland. Eglinton Elder Chantler Elder Mills Chippa-na Elder's Mills Chippeiia Fox Gasline Hagerman German Mills H^german's Corners Waterloo Humber Welland Laskay Laskey Wellington. Little Don Milliken Gait Middletons Glenallan O'Sullivan Mill O'Stillivans Corners Puslinch Jieesov Schaw Rouge Snake Went-worth. .Stouffville IF. Brch. Don R. Binbrook Wikoks Blackheath WiUcocks PRINCE EDWARD ISLAND. Queens. Holland Grand Rustico Utile (or S.)Mi>ninig Malpeque ash New Wiltshire North Rustico Miminegash North Wiltshire Minimegash St. Peter Frincetown Wiltshire Richmond Roseville Prince. Skinner Pond Big (or N.) Miminigash Cascumpeque QUEBEC. Dome Kaniapiskau Eatchepashi Kelvin Elizabeth Keniapiskau Etchipotchi Kenonieka Evans Kiask Florence Kirk Geikie Kitchigama Gizzard Lady Beatrix Hannah Bay (river) Little Nottatray Harricanaw Long Maikasksagi Height-of-land Hugh Mattagami Ice Michagama Iserhoff Middleton Kamshigama Mikwasach GEOGRAPHIC BOARD OF CANADA 217 SESSIONAL PAPER No. 25d Abitibi (Territory)— Con. ■Mishagomish Mistawak Natchipotchi Nipukatasi Noddawai Nodway Northeast Nottaway Obatawagush Obatogamau Olga Opamiska Opatawaga Opawika Opemiska Opiwatakan O'Sullivan Otchisk Pijuwyan Puskitaniika Rabbit Rapid Reid Scott Soskumika Southwest Surprivse Taibi Tshensagi I'ictoria Waswanipi Wawagosik Wedding VVemistagosew West Wetetnagami Argenteuil. Beechridge Dalesville Greece Point Hillhead Kingham Kingsey Mid. Br. West (river) St. Andri"'\A.s Asbuanipi (Territory). Atikonak Attikonak Boudoin Grosuater Kenemich McLean Melville Rigolet St. .Jolin Bagot. Actonvale Clai rvaux-de-Bagot St. Dominique-de-Bagot St. Hector St. Hector de Bagot Ste. Hel^ne-de-Bagot St. Simon-de-Yamaska St. Theodore-d'Acton Q.V'E'BEC— Continued. Beanharnois. Buisson Cartier Cartierville De Salaberry Grand St. Etienne-de-Beauharnois St. Stanislas-de-Kostka Bertbier. Askuahani Eskwahani Kapitachuan Kapitajeican Kapitaslieuinna Mashamengoose Matashi Mejomanguse Menjobaguse Mitchinamekus Bonaventure. Bale des Chaleur Caplan Chaleur Cross Crosspoint East Goacha Maguacha Magiiaslia Matapedia Metapedia Migoacha Miguacha Xew RiehmoiKl Pointe-k-la-Garde Port Daniel Port Daniel East Restigovche Richmond Ristigouche St. Andr^-de-Restigouche St. ('has.-de-Caplan St. George Port Daniel West West Port Daniel Brome. Call Mill (ilensutton Drummondville Junction Sutton Junction Cbambly. Chambly St. Lambert Cbamplain. Assiwanan Atem Atim Chakwa Chisaouataisi Citrouille Great Beaver Hair Cutting Kamitsgamak Kapitswe Kekeo Kickendatch Kikendatch Kirkendatch Male Manuan Mashamengoose Mattawa Mejomanguse Mekinak Menjobaguse Mitchinamekus Mondonak Najan Obiduan Unkammis Oskelaneo Pasiminikana Pitopiko Proud-sitting Ribbon Ruban Sackawati^i St. Maiirice Sandy-beach iSassawatisi Travers Wayagamak Weymontachi White Bear Charlevoix. Baie-St. Paul Brandypot Cap-a-i'Aigle Coniporte Corneille Coudres Eagle Goose Jareux Jean-Noel .Tureux Le Heu Malbaie Malloux Murray Murray Bay Noire Oies Persil Point e-au-Pic Port-au-Pers.il Port-au-Sa union Pot-a-V eau-de-vie Roc hers Sain St. Etienne St. Fadele St. Tren4 St. Paul's Bay St. Simeon Salmon Saumon Chateauguay. Allan Cornets Kiviere-des-Ffeves St. Urbain-de-Chateauguay 218 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1"9l4 Chicoutixai. Askitichi Foamfall Ua Ha Kapititegoitch Metabetchouan Nikabau Pipmakan Pitmuakin Coxupton. Ste. Edwidge St. Francis St. Franyois Smmiuoixd. St. Francis St. Francois Wickham Wickham West Frontenac. Adwtock Avlmer Coldstream Price vSt. Francis St. Frangois Springkill Gaspe. Anse-a-Beaufils Anse-au-Vallon Beaufils (anse a) Bonfils Brion Bryon Byron Cap Chat Cap-de-Chate Cape Chatte Chlorydorme Cloiridorme Cloridon Cross Despair Espoir Gaspe r4aspe Grande-Anse L'Ajise au BeoAtfils L' Anse-a-V alleau Macquereau Maqnereau Martin Martre Rivifere-h,-la-Martre Ste. Anne-des-Monts Hoobelaga. Back Cote-des-Neiges-Ouest Longue-Pointe Nuns Prairies Riviere-des-Prairies St. Helen Ste. H^l^ne St. Paul QUEBEC — Continued. Huntingdon. Anderson Corners Calvin Grove Carr Carr's Crossing Clyde Corners Cofiey Coffey's Corners Cowan Hinchinbrook Kelvingrove Maybank O'Neil O'Neill's Corners Port Lewis Port Louis Ste. Agnes-de-Dundee St. Regis Starnesboro Whites Iberville. Mount Johnson St. Alexandre Ste. Brigide St. Gregoire Jacques Cartier. Allan Back Bizard Caron Dowker He-Bizard Isle Bizard Lynch MacdougaU's Marion Marion Orme Prairies Ste. Anne-de-Bellevue Ste. Anne du bout de L'lle St. Genevieve St. Laurent St. Laurent, Montreal Tortue Valois Valoisville Joliette. Askwahani Eskwahani Kapomitchigama Kapitajewan Kapitashewinna Kapitachnan Tunagamik Goudron Julien Kaimouriaska Moreau Origmaux Pelerine Pilgrim Pohenagamtik St. Andr^ St. Denis St. Germain Kamouraska. Caps Diable Dumaia Ferme Fouquette Labelle. Arcand Arcans Arosen Cardinal's Charlebois Commandant Kinong© Montebello Nation Nomining North Nation Papineau Petite Nation. Rousseau Roussin 8te. Rosalie St. Sixte Salmon Sincique Sugarbu*h Iiorthumberland Queens Restigouche St, John Sunbury Victoria Westmorland York Nova Scotia. Annapolis Antigonish Cape Breton Colchester Cumberland Digby Guvsboroiigh Halifax Hants Inverness Kings Lunenburg Pictou Queens Kichmond Shelburne Victoria Yarmouth Ontario. Addington Algoma (District) Brant Bruce Carleton Uufferia Uundas Durham Elgin Essex Frontenac Glengarry (irenville Grey Haldimand Haliburton Halton COUNTIES IN CANADA. Hastings Huron Kenora (District) Kent Lambton Lanark Leeds Lennox Lincoln Manitouliu (District) Middlesex Muskoko (District) "Nipis^ing (District) iS'orfolk JS' orthumberland Ontario Oxford Parrv Sonud (District) Peer Perth Peterborough Prescott Prince Edward Eainy River (District) Renfrew Russell Simcoe ytormont Sudburv (District) Thunder Bay (District) Tiniiskaming (District) Victoria Waterloo Welland Wellington Wentworth York Prince Edvrard Island. Kings Prince Queens Quebec. Abitibi (Territory) Argenteuil Arthabaska A-h)ianipi (Territory) Bagot Beauharnois Beauce Bellechasse Berthier Bonaventurt. Brome Chambly Champlain Charlevoix Chateauguay Chicoutimi Compton Dorchester Drummond Frontenac Craspe Hochelaga Huntingdon Iberville Jacques Cartief- J oliette Kamouraska Labelle Lake St. John Laprairie L'Assomption Laval Levis L'Islet Lotbiniere Mai'roniieuve Matane Maskinonge Megantic Missisquoi Mi-tassirii (Territory) Montcalm Montmagny Montmorency Montreal (9 subdivisions) Napierville Nicolet Ottawa Pontiac Portneuf Quebec Richelieu Richmond Rimouski Rouville Saguenay Shefford Sherbrooke Soulanges Stanstead St. Hyacinths St. Johns St. Maiirice i'emiscouata Terrebonne Timiskaming Two Mountains Vaudreuil Verchere" Westmount Wolfe Yamaska 25rf— 15J 228 DEPARTMENT OF THE INTERIOR 4 GEORGE v.. A. 1914 TOWNSHIPS IN ONTARIO. County Township. or District. Aberdeen Algoma. Abinger Addington. Adams Timiskaming. Adelaide Middlesex. Adjala Simcoe. Admaston Renfrew. Adolphustown Lennox. Airy Nipissing. Af ton Sudbury. Albemarle Bruce. Albert Algoma. Albion Peel. Aldborough Elgin. Alexandra Timiskaming. Alfred Prescott. Algoma, North Renfrew. Algoma, South Renfrew. Alice Renfrew. Allan Manitoulin. Allen Sudbury. Alma Timiskaming. Alnwick Northumber- land. Amabel Bruce. Amaranth DuSerin. Ameliasburgh Prince Edward Ames Thunder Bay. Amherst Island Lennox. Amundsen Algoma. Amyot Sudbury. Ancaster VVentworth. Anderdon Essex. Anderson Algoma. Anglesea Addington. Anglin Nipissing. Anson Haliburton. Anstruther Peterborough. Antoine Nipissing. Appleby Sudbury. Arcadia " Archibald Algoma. Argyle -..Timiskaming. Armagh Sudbury. Armour Parry Sound. Armstrong Timiskaming. Arnold " Arran Bruce. Artemesia Grey. Arthur Wellington. Ashby Addington. Ashfield Huron. Askin Nipissing. Asphodel Peterborough. Asquith Sudbury. Assiginack Manitoulin. Aston Nipissing. Athol Prince Edward. Atwood Rainy River. Aubin Tiraiakaming. Aubrey Kenora. Auden Algoma Augusta Greuville. Auld Timiskaming. TownsMp. County or District. Aurora Timiskaming. Awenge Algoma. Aweres " Awrey Sudbury. Aylmer " Aylsworth Rainy River. Baden Timiskaming. Badgerow Nipissing. Bagot Renfrew. Bain Thunder Bay. Baldwin Sudbury. Balfour " Ballantyne Nipissinj. Bangor Hastings. Banks Timiskaming. Bannerman Algoma. Bannockburn Timiskaming. Barber " Barker Algoma. Barlow Thunder Bay. Barnet ..Timiskaming. Barr " Barrie Erontenac. Barrie Island Manitoulin Barron Nipissing. Bartlett Timiskaming. Barton, VVentworth. Barwick Rainy River. Bastard Leeds. Bastedo Nipissing. Bathurst Lanark. Baxter Muskoka. Bayham Elgin. Bayly Timiskaming. Beardmore " Beaucage Nipissing. Beauchamp Timiskaming. Beatty " Beaumont Sudbury. Beck Timiskaming. Beckwith Lanark. Bedford Frontenac. Beemer Sudbury. Belfast Nipissing. Bell Thunder Bay. Belmont Peterborough. Bennett Rainy River. Ben Nevis Timiskaming. Benneweiss Sudbury. Benoit Timiskaming. Bentinck Grey. Beresford Soidbury. Bernhardt Timiskaming. Berry Nipissing. Bertie Welland. Bertram Nipissing. Bethune Parry Sotind. Beulah Sudbury. Beverly VVentworth. Bexely V^ictoria. Bicknell Algoma. Biddulph Middlesex. Bidwell Manitoulin. GEOGRAPHIC BOARD OF CANADA 229 SESSIONAL PAPER No. 25d TOWNSHIPS IN ONTARIO— Continued. County Townsliip. or District. Bigelow Sudbury. Biggar JSipissing. Bigwood Sudbury. Billings Manitoulin. Binbrook Wentrworth. Bishop Nipissing. Bi-*lev Timiskaming. Black " Blackstock Nipissing. Blain Timiskaming. Blair Parry Sound. Blake.. Thunder Bay. Blandford Oxford. Blanchard Perth. Blenheim Oxford. Blewett Sudbury Blezard Blount Timiskaming. Blue Kainy Kiver. Blyth. . .." JSipissing. Blithfield Keufrew. Bompas Timiskaming. Bond Bonfield JSipissing. Bonis Timiskaming. Booth Thunder Bay. Borden Sudbury. Bosanquet Lambton. Boston Timiskaming. Boulter JSipissing. Bowell Sudbury. Bower Nipissing. Bowman Timiskaming. _ ft owyer Boyce Algoma. Boyd Nipissing. Bradburn Timiskaming. Brant Bruce. Brantford Brant. Brethour Timiskaming. Brewster Bridgland Algoma. Bright " Brighton Northumber- land. Briggs Nipissing. Brigstocke Timiskaming. Bristol Britten Kenora Brock Ontario. Broder Sudbury. Bromley T?enfrew. Bronson Nipissing. Brooke Lambton. Broughan T?p.nfrew. Brower Timiskaming. Brown Parry Sound. Browning Sudbury. Bruce Bruce BrudeneJl Renfrew. Brunei Muskoka. Brunet Sudbury. Brunswick " Bruton Haliburton. Bryce Timiskaming. Buchan Algoma. Buchanan Renfrew. Bucke Tim-iskemang. Township. County or District. Buller Kenora. Burford Brant. Burgess, North Lanark. Burgess, South Leeds. Burk Kenora. Burleigh Peterborough. Burns Renfrew. Burpee Parry Sound. Burpee Manitoulin. Burrell Algoma. Burriss Rainy River. Burritt ..Sudbury. Burrows " Burt Timiskaming. Burton Parry Sound. Burwash Sudbury. Butt Nipissing. Byers Timiskaming. Byron Thunder Bay. Cabot Sudbury. Cairo Timiskaming. Caistor Lincoln. Caithness Adgoma. Calder Timisltaming. Caldwell Nipissing. Caledon Peel. Caledonia Prescott. Calvert Nipissing. Calvin Cambridge Russell. Camden Kent. Camden East Addington. Cameron Nipissing. Campbell Manitoulin. Canborough HaJdimand. Cane Timdsbaming. ^Canisbay Nipissing. iCanonto, North Frontenac. ICanonto, South 'Canton Nipissing. Capreol Sudbury. Caradoc Middlesex. Carden Victoria. Cardig Haliburton. Card well Muskoka. CarJing Parry Sound. Carlow Hastings. Carlyle Manitoulin. Carman Timiskaming. iCarnarvon Manitoulin. I Carnegie .'. ..Timiskaming. Carney Algoma. Carpenter Rainy River. Carr Timiskamdng. Carrick.. .. , Bruce. Carscallen Timiskaming. Carter Sudbury. Cartier " Cartwright Durham. Cascaden Sudbury. Casey Timiskaming. Casgrain Algoma. Cashel Hastings. Casimir Sudbury. ■ Cassels Nipissing. Catharine Timiskaming. Tavan Durham. Cavendish Peterborough. 230 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 TOWNSHIPS IN OliTARlO— Continued. County Township. or District. Cayuga, North Haldimand. Cayuga, South Chaffey ^^uskoka. Chamberlain TinmskAni'ing. Chambers Xipissing. Champagne Sudbury. Chandos Peterborough. Chapleau Sudbury Chapman i'arry Sound. Charlottenburg Glengarry. Chariotteville Norfolk. Charlton Xipissing. Charters Timiisbaming. Chatham , Kent. Cherriman -^udbury. Chesley Algoma. Chenier Sudibury. Chewett Childerhose Timiisbaming. Chinguacousy Peel. Chipman Thunder Bay. Chisholm Xipissing. Chown Timiisbam'ing. Christie Parry Sound. Churchill j Sudbury. Clancy 4\^ipissing. Clara Renfrew. Clarence i'ussell. Clarendon '-'rontenac. Clarke Ourham. Clary ^udbury. Clavet < \ilgoma. Cleaver Tinmsbamnng. CJeland Sudbury. Clement Clergue Timlitskam'ing Clifford Clinton Lincoln. Clouston Vlgoma. Clute Timiiskam'inig Clyde Haliburton. Cobden Vlgoma. Cochrane Sudbury. Cookburn Island Manitoulin. Coderre i Vlgoma. Cody Timliskani'inig. Collx)rne ITuron. Colchester, North i']ssex. Colchester, South.. Cole '. TimiLsloam'ing. Coleman " Colenso Kenora. Tollingwood Grey. Collins Sudbury. Colquhoun Timiiskam'ing. Com-manda Xipissing. Conger ParrySound. Conmee Thunder Bay. Connaught Sudbury. Cook Timiiskam'inig. Cork-ill Corley Cornwall Stormont. Cosby Sudbury. Cote Timii.-ikam'Hig. Cotton ..Sudbury. Coulson Timiskaming County Tow^nship. or District. Cox Sudbury. Craig " Cramahe Northumber- land. iCrawford Timiskaming. Creelman Sudbury. [Creighton " 'Crerar Xipissing. Croft ParrySound. Crooks Thunder Bay. Crosby, North Leeds. Crosby, South.. " Crothers Sudbury. Crowland Welland. Crozier Rainy River. Culross Bruce. Cumberland Russell. Curran Rainy River. Currie Timasbamdng. Curtis Algoma. Dack.. • Timlskaming. Dalhousie Lanark. Dalton Victoria. Dana Xipissing. Dance Rainy River. Dane Timisbaminig. D'Arcy Sudbury. Dargavel Timioioaming. Darling Lanark. Darlington ..Durham. Davidson Timisbaming. Darin Algoma. Davis Sudbury. Dawn Lambton. Dawson Manitoulin. Day Algoma. Deacon 'X^Lpissing. Delamere Sudbury. Delaware Middlese.x. Delhi Sudbury. Deloro Timiisbam'ing. De Morest Sudbury. Denbigh Addington. Denison Sudbury. Dennis .\lgoma. Denton Timii.skam'in.g. Derby Grey. Dereham Oxford. Deroche Algoma. Devine Nipissing. Devitt Ailgonia. Devlin Rainy River. Dewart " Dickens Nipissing. Dickson " Digby Victoria. Dilke Rainy River. Dill Sudbury. Dobie Rainy River. DoliPity , Algoma. Dokis Timlskaming. Donovan " Doon " Dorchester, North Middlesex. Dorchester, South Elgin. Dorion Thunder Bay. Douglas Timirskam-ing Douro Peterborough. GEOGRAPHIC BOARD OF CA^^ADA 231 SESSIONAL PAPER No. 25d TOWNSHIPS IN ONTARIO— Oontinued. County Tofvnsliip. or District. Dover, East Kent. Dover, West " Dowling Sudbury. Downie Perth. Doyle Timiofcaming. Draper Muskoka. Drayton Sudbury. Drummond ..Tiinark. Drury Sudbury. Dryden " Dudley Mal'burton. Dufi Timiiobamdng. DuSerin " Dumfries, North W'aterloo. Dumfries, South Brant. Dummer I'eterborough. Dunbar Sudbury. Duncan Algoma. Dundee Sudbury. Dundonald Timiskamiiig. Dungannon Hastings. Dunlop Sudbury. Dunmore Timiskaming. Dunn Baldimand. Dunnet Sudbury. Dunwich lilgin. Dymond Timiskaming. Dysart llaliburton. Easthope, North Perth. Easthope, South " Eastnor Bruce. Ebb^ Algoma. Eby Timiskaming. Eddy Xi pissing. Edgar Edwards Timiskaming. Edwardsburgh 'frenville. Effingham Addington. Egan Timiskaming. Egremont il'^rey. Eilber , \lgoma. Ekfrid |i Aliddlesex. Elderslie Bruce. Eldon Victoria. Eldorado ,\' Timiskaming. Elizabetbtown ]' Leeds. Ellice Perth. Elliott Timiskaming. Ellis " '" Sudbury. Elma ;; Perth. Elmsley, North J>anark. Elmsley, South Leeds. Elzevir Hastings. Emerald Sudbury. Emily Victoria. English Sudbury. Ennisikillen Lambton. Ennismore Peterborough. Eramosa Wellington. Erin " Ermatinger Sudbury. Ernestown T/ennox. Escott Leeds. Esquesing Halton. Essa Simcoe. Esten Algoma. Etobicoke York. Eton .... ..Kenora. To'VTiisIiip. Connty or District. Euphemia Lambton. Euphrasia Grey. Evanturel Timiskaming. Evelyn " Eyre Haliburton. Fairbairn Sudbury. Fairbank " Falconbridge " FaJconer Xipissing. Fallon Timiskaming. Faraday Hastings. Farr Timiskaming. Farringfcon Rainy River. Fasten Timiskaming. Fauquier " Fawcett .Sudbury. Fell Xipissing. Fenelon Victoria. Fenwick AJgoma. Ferguson Parry Sound. Fernow Thunder Bay. Ferrie Parry Sound. Ferris Xipissing. Field " " Finch .'Stormont. Findlay Timiskaming. tinlayson X'ipissing. Fintry .\Jgoma. Firstbrook Timiskaming. Fisher AJgoma. FitzgeraJd Xipissing. ' Fitzroy Carleton. Flamborough, East Wentworth. Flamborough, West " Flavelle !! Timiskaming Fleck .AJgoma. Fleming Rainy River. Flos Simcoe. Foley Parry Sound. Foster Sudbury. Fournier '.'.Timiskaming. Fox Nipissing. Foy Sudbury. Fraleok " Fraleigh .".'.'. \\ '.! Thunder Bay. Franklin Muskoka. Franz .AJgoma. :Fraser Renfrew. (Frechette Sudbury. Fretead. H.iril Champlain. Barnston Stan.stead. Barraute Timiskaming. Bartouille " Ba<^katong Ottawa. Basserode Timiskaming. Baudin I'onitiac and Berthier. Baune Saguenay. Bauneville Tinii-skajiiing. Beam " Beaubien L'Islet. Beaumesmil Pontiac. Bedard Rimouski. Begin Chicoutimi. Begon Temiscouata. Bellecourt Saguenay. Belleau St. Maurice. Bellechasse Bellechasise. . Bellecombe Timiskaming. Beraud Beresford Terrebonne. Bergeronnes Saguenay. Bernetz Timiskaming. Berlinguet Champlain and Lake >^t. John. Berry Timiskaming. Bersimis Saguenay. Bickerdike Quebec. Biencourt Rimouski. Biffelow Labelle. Bignell Mistassiui. Bissot Saguenay. Blaiklock Abitibi. Blais Matane. Blake Lal^elle and Ottawa. Blanche Saguenay. Blanchet Gaspe. Blano-Sablon (archipelago) .. Saguenay. Blandford Arthabaska and Xicolet. Boileau Chicoutimi. Bois Portneuf. Boischatel Timiskaming. Boiscilerc " Boish6bert Saguenay. Boisseau Pontiac. Bolton Brome. Bongard Pontiac. Bonin Champlain and I Lake St. .lohn. Bonne-Esp^rance Saguenay. I Booth Timiskaming. Botsford Temiscouata. Boucher Champlain. Bouchette Ottawa. Bougainville Saguenay. Bourassa Clianii)lain. Bourdages Montmagny. Bourdon Saguenay, Bourget Chicoutimi. Bourlamaque Timiskaming. Bourmont Berthier and Pontiac. Housquet Timiskaming. Bouthillier Labelle. Bowman " Boyer " Brandon Berthier and .Foliette. Brassard Berthier. Brassier Pontiac and Timiskaming. JBrebceuf Chicoutimi. 240 DEPARTMEXT OF THE IXTERIOR 4 GEORGE v., A. 1914 TOWNSHIPS IN QUEBEC— Conimued County To^rnsliip. or District. Breconrt Champlain, Pomtiac and ,St. iMiaurice. Brest Saguenay Bristol Pontiac. Brocliu Ciliamplain. Brodeur Timiskaming. Brome Brome. Brompton Richmond. Brouague Saguenay. Broughton Beanoe. Bryson Pontiac. Bucbingham Labelle. Buokland Bellechasse and Dorchester. Buies Pontiac, Mas- kinonge and 'St. Maurice. Bulstrode Artbabaska and Nicolet. Bulsltrode, Augm " Bungay Kamouraska. Bureau Champlain. Bury Compton. Cabano Temisoouata. Cabot Matane. Cadieux Champlain. Cadillac 'Timiskaming. Caire " Callieres Charlevoix. Calumet Pontiac. Cameron Ottawa. Campbell Labelle. Campeau Timiskaming. Cannon Saguenay. Cap-Chat Gaspe. Cap-Rosier Carignan Champlain. Carileton Bonaventure. Caron Lake St. John. Carpentier Timiskaming. Cartier JoJiette. Casault Matane. Casgrain L'lslet. Caeta^nier Timiskaming. Causapscal Matane, Cathcart .Toilette. Cauchon Montmorency, Cawood Pontiac, Caxton St. Maurice. Caxton, Augm " Cery Saguenay, Chabert *.. ..Timiskaming. Chabot Kamouraska. Champigny Chicoutimi. Chapais Kamouraska. Chapleau Maskinong^. Chapman Champlain. Charlevoix LakeSt. Joha. Charnay Saguenay. Chassaigne Maskinonge, Pontiac and St. Maurice. Chateaxivert Champlain. Chatham Argenteuil. Chauveau <"harlevoix. Chavigny Portneuf . Chazel Timiskaming. County To-wnsliip. or District. Chenier Rimouski. Cherbourg ..Matane. Chertsey .Montcalm. Chesham Compton. Chester Arthabaska. Chevalier Saguenay. Chichester Pontiac. Chdcoutimi ., ..Chicoutimi, Chilton , Montcalm. Chouinard Champlain. Choquette Maskinouge & iSt. Maurice. Christie Gaspe. Church Pontiao. Cimon Cliicoutimi. Clapham Pontiac. Clarendon " Clericy Timiskaming. Clerion " Clermont " Cleveland Richmond. Clifton Compton. Clinton Frontenac. Gloridorme Gaspe. Cloutier Cliamplain. Clyde Labelle. Coffin Island Magdalen Is- lands. Coigny Timiskamir.?. Colbert Portneuf. Coleraine IMegantio, Compton Compton. Cook Saguenay. fJourcelles Berthier. CouTsol Champlain and Pontiac. Courville Timiskaming. Cox Bonaventure, CranJbourne Dorchester, Cremazie Chaimplain. Crespieul Lake St. John. Crusson Pontiac. Daaquam Bellecha.9se. Dablon Lake St. John. Dalibaire ^fatane. Dalmas T,ake St. John, Dalquier Timiskaming. Dandurand Champlain and St. Maurice. Dansereau Champlain. Darlens Timiskaming. Dartigues .Vbitibi. Dasserat Timiskaming. Daudhebourg Saguenay, Darid Mnskinonge i St. Maurice. De Beaujen Gaspe, De CaJonnes Afaskinong^. De Cazes L:\ke St. ,Tohn. Deoelles Champlain. Dechene Lake St. John. De Latour Saguenay. Delage Champlain. Delbreuil Timiskaming. Delisle Lake St. John. De Maisonneuve Berthier. Demers Temiscouata. Demeules Lake St. John. OEOGRAPHIC BOARD OF CANADA 241 SESSIONAL PAPER No. 25d TOWNSHIPS IN Q.UE-B'EG— Continued. County ToiiTiisliip. or District. De Monts Saguenay. Denholm Ottawa. Denonville Temisconata. Denoue Gaspe. Dequen Lake St. John. Dequen, Augm Derry LabeLle. De Salaberry Terrebonne. De Sales Charlevoix. Desandroins Timi*kaming. DesauJniers St. Maurice. De^boiie^ Timiskaming. Desmeloizes Despinassy " Desroberts " Dessane Ohamplain. Destor Timiskaming. Devlin " Deziel Champlain. Dionne L'Islet. Disson Timiskaming. Ditchfield. Froutenac. Ditton Compton. Dolbeau Lake St. John. Dollard i'ontiac. Doncaster Terrebonne. Dorion Pontiac. Dorset I'rontenac. Douglas Gaspe. Douglastown " Doussin Pontiac. Douville Maskinonge & St. Maurice. Dronin (')iam[)Iain. Duberger Lake St. John & Mistassini. Dubois.. '. Champlain and Lake St. Joh^i. Dubuisson Timiskaming. Duchesnay Gaspe. Duchesneau Saguenay. Ducreux Chicoufcimi. Ducroa Timiskaming. Dudley Labelle. Dudswell Wolfe. Dufay Timiskaming. Dufierin Lake St. John. Dufresnoy Timiskaming. Duhamel " Dumas Chicoutimi. Dumoulin Champlain. Dundee Huntingdon. Dunham Missisquoi. Duparquet Timiskaming. Duprat " Dupuis Champlain. Duquesne Rimouski. Durham Drummond. Durocher Chicoutimi. Duval Saguenay. Duverny Timiskaming. Eardley Ottawa. Eaton Compton. Eddy Timiskaming. Edwards " Egan , Ottawa. Elgin Huntingdon. 25d—lQ To\sriisIiip. i^iy Emberton . . Escoumains. Esher Estcourt.. . Evanturel. . Fabre Faguv Faillon.. , Falardeau. Farnham. . Faucher FerJand. . . Fiedmont. . Figuery.. . Fitzpatrick. Flahault.. Fleuriaui .. Flynn.. .. Forsyth.. . Fortier.. .. County or District. Shefford. , Compton. . Saguenay. , Poutiao. , Temiscouata, , Champlain. , Timiskaming. . Champlain and Lake St. John. Pontiac. Chicoutimi. , Brome and iMissisquoi. Chaplain and St. Maurice. Chicoutimi. Timiskaming. Fortin Fournier Fourniere Fox Framipton Franklin Franquelin Frechette Fremont , Gaboury Gagnon Gralt Garneau , Garnier Garthby Gaspe Bay, North. Gaspe Bay, South. Gauthier Gauvin , Gayhurst Gendreau Gendron Ceoffrion Gillies Girard Godmanohester. Gore Gosford Gosselin Gouin Goynish Granby Grand Calumet. Grandison., .. Granet Grantham.. .. Gravel. . Grenier. . Grenville. . Saguenay. . Bonaventure. ..Rimouski. . Frontenac. . MaskinoTige & St. 'Maurice. . Gaspe, . T/Islet. . 'I'imiskaming. . Gaspe. . Dorchester. . Huntingdon. . Saguenay. . Ohampluin. . Timiskaming. . r,abeMe. . 0e. . L'Islet. . I^ike St. John. . Wolfe. Gaspe. . Berthier. , Lake St. John & Mistassini. . Frontensw;. . Timiskaming. . Quebec. . Cli am plain. . Pontiao. . Lake St. John. , Huntingdon. . .-^rgenteuil. . Portneuf. . Berthier and Afaskinonge. . .Toilette. . Saguenay. , Shefford. . r\nitiac. , Terrebonne. . 'I'iniiskaiiiiug. , Bagot and Drummond. , Labelle. , Saguenay. , Vrgenteuil. 242 DEPARTMENT OF TEE INTERIOR 4 GEORGE v., A. 1914 TOWNSHIPS IN QM'EB'EC— Continued. ToTirnsIiip. County or District. Toxmship. County or District. Grtoville, Augm Argenteuil. Guerin Timiskaming. Guigues Guyenne Hackett Champlain. Halifax Aitlia,ba,ska & Megautic. Ham, North Wolfe. Ham, South Hamel Champlain. Hamilton Bonaventure. Hampden Compton. Hanotaux Champlain and Pontiac Harper.. Cihamplain. Harriugton Argenteuil. Harrington, Gore.. ...... Hartwell Labelle. Harvey Chicoutimi. Hatley Stanstead. Havelock Huntingdon. H^becourt Timiskaming. Hebert Chicoiitimi. Hemmingford Huntingdon. Hereford Compton. Hereford, Gore Hinchinbrook Huntingdon. Hinoks Ottawa. Hooquart Temiscouata. Hope Bonaventure. Horton Arthabaska and Nicolet. Howard Argenteuil. Huard Lake St. John. Huddersfield Pontiac. Huguenin Champlain. Hull Ottawa. Humqui Matane. Hunterstown Maskinong6. Hunter&town, Gore u. " Huot ..Cihamplain. Iberville Saguenay. Ingall Champlain. Inverness Megantio. Ireland Irworfch Tvamouraska. Jersey Beauce. Jett6 Matane. Joanne Timiskaming. Jogues I^ake St. John. Joliette Berthier and Joliette. Joly Labelle. _ Jonquifere Chicoutimi. JosseJin Pontiac and Timiskaming. Jourdan Timiskaming. Juneau Champlain and Pontiac. Juree Pontiac. Kaine Maskinong6. Kecarpoui (archipelago) . . . . Saguenay. Kegashka " . Kenogami Chicoutimi. Kensington Ottawa. Kiamika Labelle. Kildare Joliette and Montcahn. Kildare, Augm Joliette. Kilkenny Montcalm and Terrebonne. Kilkenny, Gore Montcalm. KingSiCy Drummond. Laas Pontiac and Timiokaming. Labarre Lake St. John. Labelle Labelle. Labrecque Chicoutimi. Labros-se LaBrnere Lake St. John. Lacasse Champlain. LaCorne Timiskanaing. Lacoste Charlevoix. Lallamme Champlain and Lake St. John. Lafleohe Saguenay. Lafleche, Augm " Lafontaine L'Islet. Laforce Oaepe. Lagac© Pontiac and Champlain. Lagorgendiere Saguenay. Lalande Laliberte Champlain. LaJlemant Chicoutimi. Lambton Fronteuac. LaMinerve Labelle. Laniorandiere Timiskaming. LaMotte Lamy Champlain. Landanet Timiskaming. Landrienne " Landry Champlain and St. Maurice. Langelier Champlain. Langevin , Bellecha.sse and Dorchester. Languedoo Timiskaming. LaPause " Lapeyrere Champlain. Laporte Timiskaming. LaReine " Larocque Gaepe. Lartigue Chicoutimi. Lareau Champlain. Larue Quebec. Lasalle Portneuf. LaSarre.. Tiniiskaming. Laterriere Chiooubimi. Lathbury Labelle. Latulijie Timiskaming. Laubame " Launay " Laure Quebec. Laurier ChampJain. Laval Saguenay. Lavallee Champlain. LaverJooh^Te Timiskaming. Lavigne Champlain. Laviolett© Maskinong^. Lavoie Quebec. Loan Champlain. Leblanc St. Maurice. Lecompte Pontiac. Leeds M^gantic. Le Gardeur Saguenay. GEOORAPHIG BOARD OF CANADA 243 SESSIONAL PAPER No. 25d TOWNSHIPS IN Q.TJ'EB^C— Continued. Totrnsliip. County or District. Township. County or District. Leigne Pontiac. Lejeune Champlain. Lemay Bonaventnre. Lemieux Champlain Lemoine Abitibi and Lake St. .Tobn Leneuf Saguenay. Lepage Matane. Lesage Labeile. Leslie ..Pontiac. Le^sard L^Lslet. Lestres Pontiac and Timiskamiug. Letellier Saguenay. Letondal Cbaniplain. Levasseur Leverrier L'Islet. Lienard Sagnenay. Ligneris Timiskaming. Lindsay Champlain and Lake St. John. Lingwick Compton. Liniere Beauoe. Litchfield Pontiac. Livernois Champlain. Lochaber Labeile. Lochaber, Grore " lyoranger " Lortie Champlain. Louise Frontenac. Louricourt Timiskaming. Low Ottawa. Lussier "Montcalm. Lynch Labeile and Montcalm. Lyirton Ott-awa. McCorkill Abitibi, Lake St. .Tolin and Mistassini. McGill Labeile. McKenzie Abitibi. McLachlin Timiskaming. McNider Matane. McXider, Angm " MoOuat Abitibi. Macpes Pimonski. • McSweeny Champlain. Maddington Arthaba.^ka and Xicolet. Magnan Champlain. Magog Stanstead. Mailloux Bellechasse. .\ra.ior Labeile. ^^alakoS Pontiao. l\ralartic Tiniiskaming. Nfalbaie Gaepe. Malherbe Lake St. ,Tohn. Malhiot <^hamplain. Nfanikuagan Saguenay. \raniwaki Ottawa. Mann Bonaventure. Manneville Timiskaming. Mansfield Pontiac. Marchand Labeile. Marcil Bonaventure. Maria " Marlow Beauce and Frontenac Marmette ..Champlain. Marmier Portneuf. Marquette Lake St. John. Marrias Timiskaming. ^[ar9al Saguenay. Marston Frontenac. Martin Pontiao. Masham Ottawa. Masse Rimouski. Masson ^laskinong^. Matalik Matane. Matane Matapedia Bonaventure. Mathieu Champlain. . Mazenod Timiskajning. Mazer ac Meilleur Lake St. John. Mekattina (arohipel du Petit). Saguenay. Mekattina (arohipel du Gros). " Mekinak Champlain. Melbourne Richmond. Nfercier Timiskaming. Mesy Lake St. John. ^^etabetchouan " Metgermette, North Beauce. ^retgermette. South Milnikek Bonaventure. Milton Shefford. Miltton, Gore Maniac Timiskaming. Moisie Saguenay. Montanier Timiskaming. Montauban Portneuf. Montbeillard Timiskaming. Montbray MontcaJm Argenteuil, Montesson Saguenay. Montgay Pontiac and Timiskaming. Montigny Labeile. Montminy ; .. . . ^fontmagny. Montpetit Champlain and St. Maurice. ^^ont^euil Timiskaming. Moreau Labeile. Moris Areenteuil and Terrebonne. Mortagne Timi.skaming. Mousseau Labeile and Montcalm. ^^ulg^ave Labeile. Mupk-waro Saguenay. MATand Champlain. Natashkwan Saguenay. Nantel "Montcalm. Nedeleo Timiskaming. Neigette Rimouski. Nelson Megantic. ISTemtaye Matane. Xevers Champlain N'ewport Gaspe. Newport Compton. New Richmond Bonaventure. Newton "Vaudreuil. Newton, Augm Xormand Champlain. Normandin Lake St. John. Northfield Ottawa. 244 DEPARTMENT OF THE INTERIOR 4 GEORGE v., A. 1914 TOWNSHIPS IN aV'EBI.C— Continued. County To\7nsliip. or District. Nouvelle Bonaventure. Obalski Abitibi. Olsca.mps Chaiiiplain. Onslow Pontiac. Orford Sherbrooke. O'Sullivan Abitibi and Mistassini. Otis Chicoutimi. Onapitagone (axchipelago). ..Saguenay. Ouiatxihouan Lake St. John. Ouimet Rimouski. Packington Temiscouata. Painchaud Kamouraska. Palmarolle Timiskaming. Panet Montmagny. Parent Lake St. John. Parke Kamonraska. Pasoalis Timiskaming-. Patapedia Bonaventure. Patton Montmagny. Payment Champlain. Pelissier Timiskaming. Pelletier Tiake St. John. Perce Gaspe. Perigny Chicoutimi. Perrier Champlain. Peterborough Berthier and iMaskinonge. Petit Lake St. John. Peuvret Saguenay. P;helj''ppeaux " Picard Chanaplain. Pinauilt Matane. Plamondon Mdstassini. PlessLs iChicowtimi and Lake (St. .John. Pohenegamook Xamouraska. P«ivSson Champlain, Pontiac and St. Maurice. Polette.. Champlain. Ponsonby Labelle. Pontfbriand I-ake St. John, Pontefraot Pontiac. Pontchartrain Saguenay. Pontgrav^ " Pontleroy Timiskaming. Pope Labelle. Port Daniel Bonaventure. Portland Labelle. Potton Brome. Poularies Timiskaming. Preissao " Preston Labelle. Price Fron+enac. Privat Timiskaming. Provencher Champlain, Pontiac and St. Maurice. Provost Berthier. Raoine Lake St. John. Radnor Champlain. Raffeix Saguenay. Ragneneau " Rameau Gaspe. Raudot Temiscouata. Rawdon .Montcalm. Remigny. Ti'iiiv^kaming. County Totrasliip. or District. Rene Bazin Champlain and St. Maurice. Rheaume Champlain. Rhodes Montmorency and Quebec. Richardson Abitibi and Mistassini. Ripon Labelle. Risborough Proutenac. Riistigouche Bonaventure. Robertson Labelle. Roberval Lake St. John. Robidoux Bonaventure. liobiu Pontiac. Robinson Temiscouata. Robitaille " R