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 1 2 3 
 
 456 
 
MICROCOPY RESCHUTION TEST CHART 
 
 lANSI and ISO TEST CHART No 2l 
 
 ^ r:1PPLIED |^4/1GE 
 
 '65J t(i5t Ham street 
 
 ("6) 482-0300 -Pho™ "^ 
 
 ('16) 288- 5989 - Fo, 
 
DOMIMOX WATKR POWIJI HHANCH 
 Depaktment ok THK ImEHIi>!{ 
 
 OTTAWA, fANAUA 
 
 WATER RESOURCES PAPER No. 10. 
 
 UKXKUAL (iUll)l^ 
 
 KOH THK 
 
 P 
 
 COMPILATION OF WATER POWER REPORTS, 
 AND THE SECURING OF FIELD DATA 
 
 BY 
 
 J. T. JOll.XSION, IJ.A.Sr.. 
 
 UyilratiUc Enuinn'r 
 
 rnpaiid iinilcr th< Dirxliun uf the s,q)i li'ilcnili ,il «/ \\\itir I'ouer. 
 
 Reprint of Appendix 5C, Part VIII, Annual Report 1914. 
 
 OTTAWA 
 
 (iOVKRNMKNT TKINTIN'; lUKKAU 
 1915 
 
 69376—1 
 
00938222 
 
CONTENTS. 
 
 lN'TUiH>l'<?TIt>N 
 
 .Summary of princiiiiil <liviii;on!< 
 
 l>t>tail.< of pr'ni-ipal ilivialoiiM 
 
 Uih i • K rt'iiort for »ul>mis»ion 
 
 Invi-i'tiK.,'iori and insiuitinn of a y. li. b of hiIim. 
 
 I 'At IK 
 
 7 
 
 7 
 
 » 
 
 . . 14 
 
 . 14 
 
 i,ip().s|.; i.KAK Kii;i.i> i-"i;Ms Ai'fi:.Niii:ii 
 
 1!-11. Diary Form 
 
 K-n. l4f\ti\ Korm 
 
 H-13. Truimit stailia ri>rm 
 
 K-14, Ihvi'1 Bt.ulia Koirii 
 
 U-i;. Transit Form 
 
 U-1 ti, Ltvel Korm 
 
 It-IT. riiBcription of gauRinK s^tation Korm 
 
 K-ls. Current mttir Form. Ire lovir 
 
 14-19. t"urr»nt meti r Form 
 
 U-20, I'hotograiili Form 
 
 It-:;i, MettrinK Form 
 
 K-2-'. ("lianK"' of Kaugc Form 
 
 17 
 18 
 1» 
 
 SO 
 
 21 
 
 22 
 23 
 25 
 27 
 29 
 30 
 31 
 
 .m'i:(i.Mi:.v M.vi's .\.M' i'i..\N.'^ Ari'K.\i'i:i> 
 
 I'lan HliovlnK watfrshed of tin- Winnip.'t,' river 
 
 Curve of mean monthly di •harKes of Winnipeu river al Slav.' falls. KeTiora 
 
 anil Fort Frani'ea 
 
 I'lan showlnB existing plants anil poasil.l.- i,.,»er site.s on the Winnipet; river in 
 
 Manitoba 
 
 Proflle of the WinnipeK river showing . Muliiit' plants anil pro|H)seil pow. r sites. 
 Map showing the loiation . ' the gaiiirinK M,ltfon^ of the Manitoba Myilro- 
 
 graphlc Survey for the r enili'ig M ■'. |, 31, i i 
 
 Map showing ilrainag. -a ami P- -ie i- 'entrations of llie 
 
 Manigotagan rivei 
 
 iiri-onnaissanee profile of MatiiKot.iK:.n lU.r si, x possil.i.- pnvv.r loji- 
 
 centrations 
 
 I'lan of Kananasl.ls falls dam 
 
 fieneral .seetion of Kanana.skis fa. Is divd.. - 
 
 ra.siiula Keelamatlon Project fask.itihiwan i. toCrnss l.ke. 
 
 Topographie sheet No. 1 
 
 IM-siiuia Reclamation I'rojert Saskat. liewaii i \- — i" <>' 's lak. 
 
 . Inside hark cover. 
 
 Topographic sheet No. 2. 
 
 69:576— 1 J 
 
..J 
 
 Oiiw^A, -Ms.nli :'.l litU. 
 
 J. B. I 1I\M.IKS, Ks()., 
 
 SuiK'rinteiidont. l>iiininiuii Wiitor-l'uwtr Urancli, 
 Ottawa. 
 
 Slli,--I have the lioiiour to siiliniit a funeral Ciiidc for tlic ('niiipilation of Watrr 
 1 oner Ueports anil the s.ciiriii^r of Field Data, for use b.v tlie ticiil ciit-'iiutT!; of the 
 Dominion Water I'owrr Hrniich. 
 
 I have tile li'Mour to lie, sir, 
 
 Vour ohedicnt servant. 
 
 .1. T. .lOllNSTON. 
 
 II <iil,-iiiilir KiKjiniir. 
 Diimiiiiiin Wnhr I'miir Hrnni'h. 
 
GENERAL GUIDE FOR THE COMPILATION OF 
 WATER POWER REPORTS AND THE 
 SECURING OF FIELD DATA. 
 
 The iiicrc;isiii,ir ihiimImt »( insDi'i-tiuiis nil.) field iiivc^tlLMtic.iK ..|i tlir luirt of 
 ill,, lii'ld ctisin.'ors of the l>c.iiiinii)li W;it.T Power I'.riUirli. Ims nn.lnv.l ,lc.-iiMl.le tlu- 
 inpiiratioii of ii miifonn S-'uide H|ion wiiieli iu:\.v !"■ lii-.d tlie v:irioii- rc'iiorts 
 forwiinled to head offioo, in order tlnit, .^o far ii-^ po-silde. tli.^ir fonii may bo 
 ^fallda^dized. 
 
 It is also lOMsidered tliiit a suide of this deMTilitioii can lie i;-ed t Ivaiitaiie 
 
 l,.v the eiifxiiieer when iimkiii- his tield inv. stiirations into the projeet- und.T .•xain- 
 ination. A ear. fnl study in th.. tield of the poirt. oiitlin.^1 h.'i-ein. will, as a rule. 
 I)rovont the overlookinn of important data whieh should he s,Mure<l nu tlio frrnund. 
 
 The jiuide is therc^f.ire suhuiitted for a dual iiuri.ose; lir>t. r..r u-e a- a Iraiiie- 
 v,,rk for the stamlanlization of the text of i.,.wer r.'ports Mil.mitr.d hv tield eni;iueers. 
 an.! seeond. for use hy . nt:iueers while in the tiehl a. a U'Mi.Tal nauioi-anduni of the 
 various features eailiiui- for attention and Held study. 
 
 Field investigations vary in eharaeter. the majority dealinsr with the f..llowini; 
 conditions: (1) Applieations for water-pow.T privih'fies. sneh applieat.ons beiuL; unae- 
 eon.panied hv detaile.l data as to the site or stream. ( l') Applieations t.-r water-power 
 privih'ires aeeompanied hy fairly well .leveloped plans, setting out th.' jreneral s.O.emo 
 of developni.'Ut. (Ii) First-hand inv.'stitrati.ui ..f entir.'ly lU'W /iti>s or .-erii'> of sites. 
 for the purpose of stiidyiufr [...wer, st.irap' anil .•.ms.'rvati.m features. 
 
 In i)r<'parinir the f.ill.iwin!; instruetions, the almve has heen k<>pt in view, aii.l the 
 .lutline hereiin.l. r is int.'ii.l.Ml t.i serve as a general nuid.>. .nily sii.'h portions h..|ie,' 
 utilize.! as are .liri'.tly appli-'ahl. t.i the .dass of ri'port iind.T pr.paratioii. It i. not 
 iiit.'nd.il that tliese iTi^tru.-ti.ms sh.uihl limit a r.'i.irt soh'ly to tli.' L'l-oiind .-.v.-r.-d 
 I;, -.'in; mii.di nnist he left to the dis.'reti..n .if tli.' .niiin.vr in i-liarue of th.' niv,-ti- 
 ;;ati..ns. The p.)iiits hri.'lly .i.'alt with repr.-^'Ut. how.'V.'r. th.' L'.ii.ral important 
 fi'atures wlii.'h r.'.iuire inve>tinati.in ati.l .lis ussion. in ord.'r that lln' izrouiol may he 
 .'oinpletely I'overe.l. 
 
 All reports slw.uld h.' a.ldressed t.. the Superlnt.Mi.lent of th.' Dominion Wat.T 
 P.iwer Branch. 
 
 St MMAiiv oi-' I'liiN. lP\r. iit\tsi()\s. 
 
 A brief summary of the sretions ami siih-li.'a.lin?s follows. Furth.'r d. 'tails of 
 the >rrouni1 to he eovi'r.'.l umler each sei'tion are siv.'ii lat.-r. 
 
 I. Soiiires of data tisctl in report — 
 
 (1) Why investijratod nii.l sc.ipe of investigation, 
 
 {•>) IVrsonal examination — route f.)l!owed and timi' I'oiisiim.d. 
 
 (3 ) Run-off records from departmental stream measurement offiees. 
 
 (4) Alaps. 
 
 (.">) Kxistiiifj r«^ports. 
 (ti) .Miseollanc.ius. 
 
nEi'.iRT\ff:\T or thk ixTEmon 
 
 II. Summary of report. 
 
 III. (lencral inlrodurlun/. — 
 
 Description, including location as to province, river, cities, township, 
 range and section. 
 
 IV. Water Supph/.— 
 
 (1) General description of drainage area. 
 
 (-') .\.-tu.l r....or.ls if available, showin^r 'imxhuum, minimum, and moan 
 
 ioundTf foroT • f ° 'n't'''' '"""'""'" ^°^ >'''''■ i^easurements on 
 
 ground it toregoing are not available. 
 
 (3) Rainfall, temperature, evaporation. 
 
 (4) Storage, already developed and effect of same. 
 (.">) Storage possibilities, — 
 
 ('0 Location of reservoir site or sites. 
 (h) Height of dam and class of dam suitable. 
 ,„s D ^- ^"P'*'='ty ?\ reservoirs and e.-?tent of adjacent drainage basin. 
 
 (6) Prior water rights above end below power site.-water supply, irriga- 
 tion or power. l-F'J. "'"B" 
 
 (7) Ice conditions during winter months and in spring flood (frazil 
 anchor and floating ice). viru^u, 
 
 (") Under present conditions on river. 
 (6) After construction of plant. 
 if) Without storage. 
 (d) With storage. 
 
 V. DcscrlpHon of existing Power Development on the River— 
 
 VI. Detailed Work at Site investigated.— 
 
 (1) Scope of the inspection at the site. 
 
 (2) Accessibility of site and transportation problems. 
 
 (3) Detailed information and plans at site,— 
 (a) Contour plan of site. 
 
 ih) Cross sections, 
 (c) Trofiles. 
 
 (4) Foundation conditions. 
 
 (5) Flooding and pondage. 
 
 (0) Existing interests. 
 
 VII. Possible Power Developed 
 
 (1) llorso-poner at wlirpl sliaft witliout storage.— 
 
 (a) At minimum ilow. 
 
 (b) For the 9 high months. 
 
 (2) Ilnrso-power at wliccl shaft with storage. Discuss utilization of local 
 pondage at site for peak loads. 
 
 VIII. Estimates.— 
 
 Cci-t i<{ I'owcr ilrv.'lop(>,l.--C,,iiit:il an.! annual. 
 (■|>-t lit' storauc— Caiiital and aiiiiiial. 
 
 IX. Mnrhet for power. — 
 
 (T) Present. 
 (2) Future. 
 f3) Length of transmission lines, ttc. 
 
coMPihATioy OF iv.irKff POWER KKi'oms A\n sh:;i uim: hir.i.it o\i\ 
 
 X. Suggestions and Recommendations. 
 
 XI. Appendices. — 
 
 (1) Plans pertinent to the actual sites investigated. 
 
 (2) Photographs. 
 
 (3) Run-off records. 
 
 (4) Gauge reco-ls. 
 
 (5) Reports. 
 
 (0) .Mai)s and plans of cxistiiifr power plants iiiiil structure: 
 
 DETAILS AS TO THE FOBEGOISO SECTIONS. 
 
 ete. 
 
 I. Sources of Data used in Report. 
 
 This section should set out the basis and authority on which the investigation 
 was instituted, outline the scope of the same, and the organization by means of which 
 the field data were obtained. . , • , .l 
 
 It is also intended to summarize the sources of information upon which the 
 subject matter of the report is founded, and to set out in full the degree of thorough- 
 ness with which the investigation has been carried on. 
 
 II. — Summary of Report. 
 
 All the essential features of the report should be brought together here, in a brief 
 statement forming a concise summary of the whole, tabulation of results being made 
 
 where possible. 
 
 III. — General Introductory. 
 
 This section should cover the general features of the situation being investigated. 
 This involves a general description of the river and its characteristics, and of the 
 basin as a whole, touching on drainage area, source, direction, drop, falls, rapids, 
 banks, river bed, tributaries, lakes, muskegs, swamps, forest, cultivation along banks, 
 settlements, glaciers, general topograpluoal and geological features, etc., and giving 
 the definite location of the site under study. 
 
 IV.— Water Supply. 
 
 (1) acwral di:s<rii>lioii nf I>rniiW(jr .Ir.a.— I'n.ler general description of the 
 drainage area those features should be dealt with which are of direct iinportau.-e to 
 tile question of the water su|.pl.v. such as probability of sudden Hood •. inllueuce of the 
 seascjiis, ete. 
 
 (■>) Hiin-uff Ri'r„r,h.—U the site iii>pected is situated oil one of tlie rivers 
 covered l.v any «>f the systematic stream measurement work carried on by the depart- 
 ment the existing rrords should l.e utilized as a basis upon which the run-otf may 
 1„. .liscu-ed A summarv of the essential features of the discharge covering high, 
 low and mean How. .te., should be inserte.l. while tlie records in their complete torni 
 ,-hould be attached as appcndi.'cs in Section XI. of the r.-port. Where uo reconN 
 have been taken on the river, estimates or ineasnrenient> of th.. fl.nv .at the tim.- ot 
 the inspection should be made, either by meter or by whatever method of stream 
 n,ca>ur..ment is most nppli.'ai,le or convenient. From this, in con.iunctio,, with Ingli 
 water marks in evidence and from the testimony of local inhabitants as to extreme 
 low and high water conditions, and from a study of the run-off conditions of streams 
 iu the vi-initv. as careful an estimate as is possible should be ma.le of tlie extreme 
 low and high' wat. r conditions ,.n th.' river, also of the average low and high flows 
 which may l,e expe-'ted. With this di.ta. the months and seasons in whu^h the above 
 conditions are usually in cvidrncx', nia=t be given. 
 
4 
 
 10 
 
 liEPARTMEST OP THE IXTERIOR 
 
 (.i). Haintall, Tm,„ralnre and E,a„oralin„ Th 
 -'"""""u.l rainfnll.,.sn.,.or,k.,lattl, n r" ;7- "':=^^ '"'"■"• ""'H.nu.n an. 
 
 '•'-'..•al Scrvi..., .1,„„1,1 l„. cliHOuss,.d 1, ' ,t ;; ^ ' • '"""""""■'' ''-V the Meforo- 
 
 ^ImuKl also be full,v ,.„„siderod. '"""* ''""'^" '""' "^'M-rat,,,,, r....,.rds. if availal.Ks 
 
 'a^n nl,ov.. ,l,o ,it,, ,, j-„„ .li,,,,,,;, ,/"'-* '^ •''■■''"Jy ■" operation i„ the river 
 
 '"'•■'tum; owners a„d operators; ,|„te of in ..11 T' " '"'""'"'! '""''■■■ "'" '"'"'l^ "^ 
 "■■'i of tributary -Irainaw b..i> • 1 ".':'"*''""'"■'; '"-"a and volun>e of reservoir 
 ^■ff'-t on natural r.n^lJ^J'^Z^^ "'' """'!'""" "' ''"'" ""<' ^'-"t"- 
 -v-rin^ date, ti.ne of fillin, ;, , ^ :^:':""';*^ ^'"^ ''-"^ I''--! i" o.^ratiori 
 
 '"■ ^'tta.hed in full i„ appendix) n ,1,! f """;'"•= ^^"'"''^ ^""o'--l^ if available (to 
 
 •'"pios of plans of .ru^/ures aij i: i,:;'::.:;!;:;";;';!:^^^""''^ ■ *^- '•^•■•' -- 
 
 ".. n;:-;.:"^SertSnr:::;ted'';;r^rr r ,r- •"-'^'"''- -^ ^oe„tio. 
 
 t.on. and tlu- detailed instruetionied ,:;:;'; ' " *'" "'"'"t'"- "f t'"' inspeo- 
 "V"-^- '"l^-- iM the upp,.r ba-iM l.e en r •;"'"' '"T''"- ^*' " ''''^''^ ''^ ".ade 
 
 relative to the water se vie,, h ,ld e ;"" ^V '-T'"" "^ ^"^^^ '"'"'^^ "♦" ♦'"' B'n"o 
 -nit if the lakes were r i ei t a , dli /r r^vr '" "'""' ""'"""'^ -"1^' 
 -n-e.ed distriet the approxin.a e ^ I Jl, i:;"*" •'"'"" ^'"' l"' ^"•^'- ^ '" " 
 '''■'■tions. """""' should be f.nven in seetions and <|unrter 
 
 -.1 .character of banks; : sXn acrl; tlfe i:::':f ;b'°""''^^'°"/°"^'''''''-^ ■-■«^* 
 
 --i:tJ='^:^a^e:Sa^^^ -;t-rz;ii: str;-t t^^ 
 ^ife. ^.s St:: s,;^ Srr„r^^vr *^^ '^^^ -^'^' - *^^ ^- 
 
 w.«e clearing the outlet, a profile sh" 'H be ") f f M "^""^ °^ '^^'•'''^">^' "^ other- 
 sible of the river bed from the kke t a sS "'^ ^^ ^''^ ""*" ^"'•f-"- ""d- if Pos- 
 
 the area of the drainage basins ailiaLnt to .. '"'""""^ eousidered. together with 
 reservoirs, should be fu^Iy co e e^ MirblliV'T/".' ''f ^^"^'^'''"^^ »° «» the 
 the river should be discussed. '^''' °* ^"'^^ *t°"S« «« the flow ot 
 
 -•t- -PPly. irrigation o: lati w 'th' d.^Lrr^f T"'^""^^ "^ -"-""' 
 P-„ane„tlv divert a portion of tl at rin. iow I" "' "■• """■^" ''" ^'"^ ^^t'Te 
 
 t"" -te. should be investigated and r.^^rtedl' "''""'' "" ""■■■ '"■'"''"''''' «* 
 
 wa:-L::i::;::::^-it::- --:^ ^^ -.ter ab.. .e nver as a 
 
 '■' l-;f •-> i.. the sprin.. sboul.l'b ^ Z^t^^T' T' ,*''"'' '""'^ ~- 
 
 -"Inble, or. if p„ssib,e. ,ro„. personal Xerv^^ ' Tl"""" ''""' ^""""'^ '""^ ^ 
 -.U ,ee under present eonditions should L eo L,/ " Huesfon of nnehor and 
 I'""- -n ,he spring, both above and Ih.Iow the iT T. ''"""^"^"'- "'^" *''"t of ice 
 ja.ns below the site and the eo„se.,ue„t ff / ., ^'^ P"*^''''" ■<""™"tion of iee 
 f.o ..ower house, should be pa iX ^fd "" " "'■'"""'^ ""'' '""^ ^''-"tion o 
 
co.Mrii.Ari<t\ iiF \v.iTf:u rnwKK inirnuTs .i.v/> xKrmisn fiklu data ii 
 
 The frazil and anchor ice conditions, to be anticipated at the site after the con- 
 Rtruction of the plant, should be discussed. In this conr >tion a careful study cover- 
 ing the winter conditions and troubles experienced in the operation of any existinir 
 
 plants on the river, tnm'llicr witli niitiiods of ri'inudying tlic >;\un; is iiilvisalili'. 
 
 The probable effects on ieo <'oii(litinns of tlie dcvolopnient of stonijie f(jr the pur- 
 pose of inereasini; tlie winter tiow, t-hoiilil also be covered. 
 
 V- — Drsrrip/iun of existing Power I'lants. 
 
 Existins pnwer devplopmfnts alonjr the river shoiilJ he dealt with iiniler the fol- 
 lowinir frencr;il heads: ownership of phint and when eoiistnu't.'d : de-cription ,,f 
 Inyoiit and structures Cdain. intake, penstocks, funnels, canal, forehiy. power linu-e, 
 foundations, transmission, sub-stations, etc.) and present conditions of the same; 
 bead at different seasons; installation (electrical and hydraulic machinery in detail): 
 auxiliary jmwer, power load and power fai'tor, daily load curves if possible. 1,^1. „f 
 power, market for power, pri sent and future; special features, etc.. etc; conunerits 
 and photographs. Thins of plant to be secureil if possiljle and attached to appendix. 
 
 Vr. — Detailed work at Site InreMvjated. 
 
 (1 ) Scope of the iiixiieefioii <il tlic site.— If a definite and well defined project ho 
 investisrated, the rnfrinepr niakins the inspection should study t!ie Kenoral scheme 
 carefully in the light of his jMrsonal inspection of the ground, and should record his 
 opinion as to tlie emrineerinsr and ^cimon.ie feasibility of the same, pointinu' out what- 
 ever weaknesses may be apparent, and recommendiiiK whatever changes in design, 
 layout or scheme of development he may consider advisable. 
 
 When no definite scheme of development has been proposed, the inspectinfr 
 engineer is expected to outline the most feasible scheme which his study on the 
 S^round may sujrjri'st. setting out the head available anil ini thod of securing the same. 
 lie shoulil also gather all information an<l field data which may be essential to its 
 liroper considerntion and to getting out the estimates. .\ layout of his scheme, 
 together with all pertinent data, should be plotted on the contour plan of the site. 
 
 .Vrrangements sliouid he made on the ground for the installation and contiui^ed 
 reading of gauges at all iioints where the record of the same is advisable. 
 
 Numerous photographs illustrating the site are required. 
 
 (:i) Aeressiliilitii of site.— ^ceure all data with reference to accessibility of the 
 site. This includes the distance to the neai\-st railway line; the ease or ditliculty 
 of building a spur line to the site should the size of the development warrant it; the 
 condition of any roads in the vicinity and their suitability for he:ivy tran-port; the 
 length of new road that may he reipiired; the use which can he niade (pf water trans- 
 portation as a means of access. In brief, the best means of eonnectinir the site with 
 existing lines <if traffic, should he covered. 
 
 (J) Detailed ivformatinn end phins ni site.— fa) Contour /(?'IH.— Knouph rough 
 ument work must be done to permit of plotting a fairly accurate contour plan 
 
 .le whole vicinity covered by the proposed layout. These contours should extend 
 above the highest elevation to which there is any possibility of raising the headwaters 
 of the proposed plant. Sufficient notes should be taken to plot on the said plan, with 
 the elevations, any rock outcrops which may bo in evidence. Should the rock outcrop 
 "long both banks of the river, the continuous line of demarcation brtwcen the rock 
 nnd the overlying material should he plotted, with the eterations, along both sh.re 
 Imes. The plan should als . nidieate all other classes of material, such as: clay, 
 prnvel, f.^tid, lo:im, etc., which may he in eviden-e togemer with notes !<- to whether 
 tlie site is wooded, cleared or cultivated, etc. 
 
 M 
 
12 
 
 i>f:i:tKnif:xT of the ixterior 
 
 Water levels (tomlicr witli dito of > 1,- 
 be recorded and plotted on th s ptl ' „ , "^' ""'' '''''' «"* if Possible) .houi 
 foot of falls and rapids, markin/tt itu oTr^.r^'^' ^"'^'^ "« '^^ ^''-la^^ 
 eddies and back waters should be marked and tL el I ""•*"' "^°^'-' ""^ »>«low. A 
 Koneral h„e of the brink and foot of any f"! 1 r*' u'u """^ '^"*« '^^^o'ded. Th 
 ^ehe„,e of development should be secured aSt. ''■'\'^" '"^°'^-«^ in a propose 
 p"rt7c r'^ '" '^ ^^P^'^"''^ '" the Uilwater of the^'n'^-^'f J''"" ^''^ ^ighU I, 
 ?S: ni"'— ---- -^^ -rllt^'ar; IXre S^J^ ° 
 
 ;>.o of the proposed dam, and s^e't Z of 'T '"' ^"'' ''"*»' '"">ks along the 
 
 themselves to the engineer on thr. ou„d ,f "^^'u"''-''*"*' ^'*^^ ^'-^'"^ ">av presen 
 „?"' Pitted should indicate the chnractt o Tf, *" '"!"'*"' """^ P'°«^J- Sect on 
 
 pond created b"thetla'nfl: desie"^ IstoT 1"""/'? T*"T'" '■"•* "^^ ^he new 
 of the inspection render the securing „f fj ^sential should the circumstances 
 
 from the dam. to below the tailrace of fh„ f'^^' ^^"^' ^'""^ a point up stream 
 
 -u.h the dam, intake, hLdrace'f p p ,1^:: tt"'' " '^''"'^l- ^ P^^' -"^" 
 ta.lra..e. sho«-.„s .s„ch Kovernint^ oievatio w 1, . ""'^ """'^ '"^^' P°^^«' Plant, and 
 ator n,o„,. tail wat.r. etc.. ......'id al.^ b^o t".i n;' ^T T' "' ''"'"• «""' "' »^™- 
 
 stances may dictate. o"t..ined m th.. best manner which .-ireum 
 
 Profiles of any pipe or canal lines are also required. 
 ;h.„s of the ground and river bed .ttL'rnJ^"^^^^^ ^' "^"^^ °f the natural condi- 
 
 I =0 rock u in evidence as careful an ve t";C If ''.h '^ "'•'':''"• ^*"- '^ ^^""'-J- 
 cumstnnces permit is required. '"^e^tigaaon of the existing conditions as cir- 
 
 (.5) Flooding and Pondao^ —Th^ a- ^ n ,. 
 e™...r»o,i„„ ., .1. p,„p;*»„ Jk' <1'~. «J>c^..,. which ,i„ h. „„.,j ^^ ^^ 
 
 «. S ",S™i:tri ssir--""" -«■ -' '"- .. -' p^.- 
 
 (fi) E.risting Inf, 'rests ~\}} nv,'.*- 
 
 -ihva,. building, etc., that'",;^'Xc;;:^"br;he"'"' r '^'''-' *^"''^- -"•^- 
 
 b the consequent flooding, should bo full renor e, on A '"°"- °^ *^° P'""' «"'' 
 "' «^^- '— - the river should be ^::::ld'in Sl^EiT^^Jl^ '"-^ 
 
 Vir.-Po,s.«,-6/e /'o^.^^ Devdoped. 
 
 The question of power nnsclhln „f j , 
 standpoints of. first,-„o Tto ^gf ,n'bfe"tr"" '.'""''^ ^'^ -^'^^--l f-m the 
 tlio first head the power avaiLble nf ., ' a-'J second.-storage available. Under 
 
 - St^:: -ts.it5 ^S^;^f 5^:;:,tt Jrir- - - - 
 
riiMrn.ATKiy of uaii-u i'.ui:i/ UF.nnns i\n sf:rni[\u tir.ut data 
 
 13 
 
 VIII. — Estimates. 
 
 Appro>;.,iate c-stinmtf.s .,f tiit- i-.q,aA uml anmial oporatiiiK csts of tie i,rui.,,^,..l 
 
 ^rliciiif of drvflopnuMit iiiMl tl... basis o„ «l,i,l, tl„ -.. arc iiia.l,. .l.,.iil,l a n.paiiv tl,.. 
 
 report, together with similar estimates of tlie cost of any |,roposed storage reservoirs. 
 
 IX. -MarLct for Power. 
 
 This will involve as thorou^'h an invcstifratioii as the circum.stances warrant, of 
 the present and future power market in the surroundini? municipalities and district. 
 Possibilities for the local use of power at the site and in the immediate vicinity are 
 also to be covered. With the question of power market, the <niestion of disMnce of 
 transmission necessary to reach the same requires careful consideration. 
 
 X. — Suggestions and Recommendations. 
 
 Suggestions, comments or recommendations with reference to the forepninf? and 
 the writers opinion as to the ciuestions at issue should be set out in full. The loca- 
 tion of suitable metering stations for the continuous record of the rivor flow at vital 
 points should be covered in these recommendations. The question of sources of power 
 ..thor than wator, in tli.. vi.-iuity and their p.i.sible luor,. erouoniic (LAviopnieut is. 
 at times, most important. All recommendations should be set out dofinitelv and 
 concisely. 
 
 XI. — .1 ppendices. 
 
 (1) Plans.~(a) A general plan (a section of published map is desirable) show- 
 ing the location of the power and storage sites with reference to centres of population. 
 (6) A generd plan (a section of published map) showing the whole drainage basin 
 above the power site, together with storage reservoirs, (c) Contour plans of the 
 sites of power pla:its and storage dams, (d) Cross sections along dam sites, (e) 
 Profiles of reach of river affected and of pipe and canal lines. (/) Any other plans 
 warranted by the nature of the investigation. 
 
 The.=e <ktail i)laiis should, if at all ftasible, be plotted on stamlard sheets ie 
 outside measurement 40 inches by ^2 inches, and insi.le or border ineasuremont .-JT 
 niches by 30 inches. This allows 1-inoii border on the top, bottom and right e.l-re 
 and a 2-uich border on the left edge for luuding, if necessary. lettering on Uu-^t^ 
 plans should permit of reduction to at least one-quarter size. Reports may, with 
 advantage, be illustrated by geurral plans of suitable size f,,r inclusion fwitli V,.Mii.- 
 H necivsary) by binding in the report cover. All plans, sections, and profiks. . tc , 
 should be suitably numbered, and sliould be referr.'.l to in the text bv these numbers 
 -vheiievcr necessary. A e,,ni|.lct,. l-'.t of the above plans, giving numbers and .les.Tip- 
 tioii should he included in the taidc of contents of the report. 
 
 (2) Photographs.— A set of all the views taken to illustrate the different features 
 of the report should be mounted and included. Where these views deal with power 
 plant and storage dam layouts, they should be accompanied by a sketch plan showing 
 the point from which each is taken, and the direction the camera faced. The films 
 should be numbered, dated and titled, in order that all prints may be immediately 
 recognized. A complete list of the photographs, giving numbers, date and subject 
 should be included in the table of contents of the report. 
 
 C!) Run off rr,onls.~.\\] tabulatcil ri^-onls and plotted curves wbicli niav have 
 been secured. 
 
 (4) Ovtge recurds.— Copies of all gauge records which are of interest in connec- 
 tion with the power or storage features of the report. 
 
M 
 
 in:i'.ii{T\n:\r of the istkrior 
 
 -.(.■il";';*;r?Xl^"Lt.'Ti?.r''- -'■""■ "- -•• "» "•^- •»" 
 
 Hini/iiif/ lii'imrt for Siihinixsinn. 
 
 :s -in lit' '^'^Trr -•""'-" 
 
 It. mvof, at..l (,.,.. u,„l.-r N... 1 „f tlu- nppon.Ii.Ts) sl,n„I,l. if „ot ton l,„lkv ho 
 
 h„ ,-nM /7-" .u"""! ^"''■"'' '''''""^■■' t-'f^ethor with copies of existing reports should 
 Maps and plans of existing structures shonld be suitably listed and forwanlcl. 
 IXVESTIOATION AND INSPECTION OF A SERIES OF SIT^rf. 
 
 inspe'i™' 'a leriJs" o7 nowe"' "f " T' 'T''"' '^' consideration and detailed 
 It will be noted in the forego njr that Sertinna J t v u i- , 
 
 stand to the endin" un cf the rpnnrt T ''ect ons A and XI are "ppheable as they 
 only alteration "d^isedii he 'o;.o;:,rriri: ^IT ''''. " ^"'''■^ °' ''"''• ^'^ 
 
 the .SI^Zi^^itelaHr!!:::^ '°^ " ''"'-' '"''"'"' ^ -"- °f '--tigated sites, with 
 
 I. — Sources of Data used in Report 
 
 (1) Why investigated and scope of investigation 
 2 Personal exaniination route followed and time consumed. 
 
 (4) Maps ''"'""'' ''•''-'■■"-'t-.l ^tn-.un nK.asure„„.nt ,.tti,vs. 
 
 (5) Existing reports. 
 
 (6) Miscellaneous. 
 
 II. — Summary of Report — 
 
 Concise ptatement of fsults of inveeti"fltinns nr,vor;„,, „ii .• ■, , 
 
 the report. Tabulation of results as to powLr and storage ''''"*'"' ^"'^"^^ ''^ 
 
 III. — General Introductory 
 
 Description, including location as to 
 
 section. 
 
 province, river, cities, tnwnghip, range and 
 
vosii'ihATKtx itf n.iTHii I'owh.H itr.i'nRTx wn shri i{i\<! hf.i.i) />iri 15 
 
 IV.— ira/.T Sur-phi— 
 
 (1) General description of drainapo area. 
 
 (2) Actual record if availahle sthov.itiff niaxiinum. mininiiiin and in.-an discluirKt- 
 for each nioiitli, also absolute miniiniini for year. Jleasureinents on Kround if fore- 
 Roinfr are not available. 
 
 (;5) Rainfall, temperature, eva,ionitiin. 
 
 (4) Storajre already develoix-d and effect of same. 
 
 (5) StorafTP possibilities. 
 
 (a) Location of reservoir site or sites. 
 (6) Ileifrlit of dam and class of dam si table, 
 (c) Capacity of reservoirs and extent of ^nijacent draiiiiij^e basin. 
 (C) Prior water rifjlits above and below i)ower .site; water supply, irriKatiuu or 
 power. 
 
 (7) Ice conditions during winter months and in spriiiR nood (frazil, atiehor and 
 floating ice). 
 
 (a) I'nder present i-onditiims on riv;^r. 
 (6) After construction of plant. 
 (c) Without storage, 
 (rf) With storage. 
 
 \ .- l>iM-niitii,ii <if c.iixiiti;/ I'din,- Dir, l„i,m< n/s o;i //,,- Hiiir. 
 
 \'l.— >'/7( ,v llll istiiKili'd. 
 
 (a) Di tailed work nl carli silc inicstii/ated. 
 
 (1) Scope of the inspection at the site. 
 
 (2) Accessibility of site and transportation problems. 
 
 (3) Detailed information and plans at site, — 
 <'■) Ciiiit uir |i'aii i.f vjti'. 
 
 (6) Cross sections. 
 (r) Profiles. 
 
 (4) Foundation conditions. 
 (.5) Fhxidiiig and pondage. 
 (6) Existing interests. 
 
 (b) Possible Power Developed. 
 
 (1) Horse-iKiwer at wheel shaft with .it storage, — 
 (a) At minimum flow. 
 
 (/>) For the !) high months. 
 
 (2) Ilorse-power at 'viieel sliaft witli storage. Discuss utilization of local pondage 
 at site for peak loads. 
 
 (c) Estimates. 
 
 Cn-t n| |i,wi'r di'velojied. Capital aii<l annual, 
 'n-t o|' ~t.ira,i;i'. Cai.ital aial annual. 
 
 (d) Marhei for Power. 
 
 (1) Present. 
 (-') Future. 
 
 (3) Length of transmission lines, etc. 
 
 (e) Recapitulation. 
 
 Comprehensive discussion of the foregoing data as to ihu individual sites, and a 
 consideration of the same as a whole or in groups, as local conditions may warrant. 
 
16 
 
 hK.i'\KT\n:\T Of Tin: iSTKitinit 
 
 \ I.'. S,(<if/,.yliiiii>: mill llriommrniliil 'iim. 
 ^'11 1. — Appeiidicen. 
 
 (1) "^lans pertinent to the actual sites investigated. 
 
 (2) PhotoRraplis. 
 
 ( '■'• ' Run-otT records. 
 
 (4) Gauge records. 
 
 (5) Reports. 
 
 (C) Maps and plans of existing power plants and structures, etc. 
 
 The details of the data to be covered in each section are in the main aa previous 
 outlined m connection with the report on an in« ,al site. A careful study of the 
 details IS desirable. 
 
 In senion VI each site investigated should be completely covered under tl 
 liciuiiiifrs— 11, b. iind <-. Lclorc .Ih.ussIo.i ..n u s,..„iul site is commenced. The m irk, 
 for power under the heading '• d - shoul.l he ■lis-M.-sscd with each individual sin- , 
 with jrroups ot sites as general .■onditions may warrant. Plans and pliotographs sl„„i| 
 be suitably num n.red ,n ord-r that they can be referred to. when n.4ssarj. in the tex 
 
 Ihe general instructions as to binding will correspond to those given above i 
 connection with reports on individual sites. Should the full data be too bulky f 
 inclusion in one cover, it should be bound in sections as may be convenient 
 
 R 11 t. . '•'..'; : ■'""'' '"■'■ ■•^'''^•"'•"•«i"-< ••( the loose leaf form. 
 
 R-ll to {-.'_>. used in Ij. held by the eiiK.ncers of the Water I'ower Branch. Standar. 
 size ieathrr covers, bold.ng .V x H" fillers are provided, an.l have been found to -iv, 
 excellent satistaction in the field. The ^reat lexibility of the loose leaf system ii-i 
 provcl of outstanding' a-lvantajfe to the rapid and efficient .•arryi,.,. on of survey 
 ;'"■'• "'"re especially on those investigations where the results have been plotted int'. 
 in,.] sl,..,.e ,n t e held. The loose leaves also lend tliemselves most rea.iily to a simnl. 
 hlmp system m which the records of the survey are properly proui,ed, and are at al 
 times available for ready reference. 
 
 Reductions of eleven typical plans are also appended herein, as illustrative oi 
 the ^^.I,e^al character of the pl-ins d.sired for submission with various classes „| 
 reports. 
 
rnMrii.iTiii\ nr i\ \Tt:i{ rttwt.R in:it}i!Tx wit stui rim; rii in nwi 17 
 
 
 
 DIARY OF _ 
 
 
 WATER POWER BRANCH, DEFT. OF THE INTt ^lOR. 
 
 OTTAWA. 
 
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 ^^^^" POWER BRANCH. DEPT. OF THE INTERIOR.. OTTAWA 
 
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 R-13 ^^ Return (0 
 WATER POWER BRANCH. DtPT. OF 
 
 THE 1 
 
 NTLHIOR, OTTAWA 
 
 
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 "-'^ Return to ^ Valuable 
 WATER POWER BRANCH. DEPT. OF THE INTERIOR, OTTAWA 
 
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COMfll.MlOS OF WATKK /V>Hftff KKI'OKTK AM) SECl Rl\<l FIEI.n DATA 21 
 
 
 "-'* r^ Return to /^ Valuable 
 WATER POWfeR BRANCH, pEPARTMENT OF THE INTEflTOR. OTTAWA. 
 
 
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22 
 
 ni:t'AnrMEST of the lyTERioR 
 
 R.te. Q RETURN TO Q VLUABtg. 
 
 Water Power Branch, Dept. of the Interior, Ottawa. 
 
 LEVEL NOTES. 
 
 Stronm _ 
 
 Loctlity 
 
 
 F'.irtv 
 
 Date . 10 
 
 
 
 Statinn 
 
 B S. 
 
 Ht. Inst. 
 
 F. S. 
 
 Elevation 
 
 Remarks 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 • 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 N ). Ill Shells C'lmp by 
 
 Chk by 
 
roMi'ii.xTKis or wATi:i{ row i:i{ inroais .\Mt sFjiuisa rirrn n\ri 23 
 
 FtuiM IilT- I'l'iivr. 
 
 o 
 
 o 
 
 It- IT. Hi;n Its TO 
 
 WATKK I'OWKl; I!i;.\\( if. DKI'AU TM IvN T OF INTKlMoi;. (rn.\\\\. 
 
 i)i;-( liii'i iii\ (11- i;n I.!! >i \i iii\. 
 
 in\yir\ ' 
 
 l'..-t OtKcr. I'n.v. ..( 
 
 I'.il. .. 1, 
 
 i:-t.il.!i>!iMl 
 
 S.,uiv„\; ,,l.-,.nrr !>.(). ;,(l,ln - 
 
 imy !« •' -up;! til 111 ili-t,inir lilllr ..T ilaily .iliM|-V;llion. . . 
 
 l.'ir'.itinii i,r -fiitioii with ri-'ci-t tu t"Uii-. iiiiili;i~. lii:;lisvi\-. r:ii!rii:i.l-. trUm 
 t:irii -. i-I:iiMi-. I'liiis. .hull-. I'tc- 
 
 I'l-i-rilitiim :iii(l l,ii;iti(,ii ,,1' the L;aii;:c, al~o rrl:iti\,' t.. tlir iin ii>in'iii(Z- >t:iti'iii. 
 It' <'luiiu f.MU,:;c. ,t;iv(> li'iiuth t'lvrin cud ,,( \viii;lit to tin- iiiiirkcr 
 
 I)<'-iTi|iti(iii III' the i'i|iii|iiii( lit I'rc'iii uliirli iiiia-iirniii'iit- arc in; 
 
 I.oi-ai inn ami ilc'-cri|it inn nl initial |ioint Inr -nunclini;- 
 
24 
 
 UEl'ARTMESr OF THE ISTERIOR 
 FoRji R IV — Hack. 
 
 CliMiiiii'I iilii>vt' till' stutinii: -trnifrlit or ciirvcil fir iilnuit fi'ct, wntrr 
 
 -«ift. slllL'L'i>ll, Itl' 
 
 Cliimiii'l lii'luw tlir :-lMtioii: striiiirlit nr rurvi'd for aliniit 
 -wift. slu^jirish. vU- 
 
 tut. WiltlT 
 
 Kifrht liiiiik: liii;li, rurky or low, lialilc tn ovi rtlmv. cliiiii nr wn.idnl. I'ti 
 
 I.rit liaiik: hiL'li, nn-U.v or luw, linlilr to ovortlow, rli'iin or wnoilcil. itc 
 
 i lii'il of tlio strraiii: rni'Uy, jiravrl. ^,■ll|l|.v. floaii or Vfiri'tatioii. sliil'tiii^' 
 
 XuiiiImt of chaMiu'ls at low ami liiirh watiT. aiiproxiiiiiiti' di'ptli of watiT, oti 
 
 \ot( ;inv roiiililic.n wliiili mav atfcrf flu' iiica-iiri'iiu'iit. .-tc. 
 
 li'Mirji iiiiirk>: Dc-rrilio fully, mvo rlovatinii aliovo zoro nf f!i|. ilai:;;,. ,iiiil aliovi- 
 !' \|.| III- iitlirr ilatinii, if |:ii>-:ii!i ; iiiako -krti-li lii-iiiL:iii(; mit tl.o iirim-ipal foaturr- 
 
 T ;kr -^iitiii-iiTit -mniiliiiL;- to ilrvi'lnp a rm--. ^iitinii of <trraiii linl aiiil. hy um' nf 
 Irvrl, ilovrliiii li: nk- tn aliii\f liivli-wiit'T mark. Ki-frr all I'li'va'iniK to friMiili' ilaluiii. 
 
 Maki' a -ki trh pan on i-m-s -ortion papi , >liowin;r tho n'lativp lo<-atioii of tin' 
 station, tfimW'' lu'm-h marks, tnbntaru's, towns, etc. 
 
 o o 
 
COSIflLATI(J\ OF W.ITKR I'OWF.K UFI'ORTS AM) sFIl lilM! FIF.Ut /».17 I 25 
 
 FdiiM 1; l>^ — FiioNT. 
 
 R. IS 
 
 Date 
 
 P;irtv 
 
 ( 
 
 '^ R-.TURN TO 
 
 ^'^WATER POWER 
 
 DCPT. OF INTCillOII, 
 
 CURRENT METER NOTES 
 
 A M 
 _!Q. p ^^j Stream 
 
 . . _ Loca 
 
 BRANCH 
 OTTAWA. 
 
 -ICE COVER 
 
 ity 
 
 /^ VALUABLE 
 
 Meter No. Gauge lieiglit, beg. end 
 
 Total area_ Mean velocity Discharg 
 
 „.iiican 
 
 OBSERVATIONS. | 
 
 COMPUIATIONS. 1 
 
 ni^t. 
 
 Itom 
 initial 
 
 l-uillt. 
 
 IIllCK- 
 UK 
 
 iiF.nH 
 
 IMiEK 1< F. 
 
 Time 
 in S'-c- 
 ornls. 
 
 R.n- 
 olu- 
 tlons. 
 
 VEI.Of ITV. 
 
 .\rea. 
 
 Mean 
 
 depth. 
 
 Width. 
 
 Dibcli.ir^e 
 
 of 
 \v.lter. 
 
 o( ob- 
 serva- 
 tion. 
 
 ,\t 
 
 point. 
 
 Mian 
 in vtT- 
 tical. 
 
 Mean 
 in sec- 
 tion. 
 
 \v ?. to 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 
 No. i)f .'Sheets, Com[i. by Clik. Dy Ma ke notes on back 
 
26 
 
 iii:i'MrrMi:\r oi' mi: imi.uioi: 
 
 KoIlM \i 1^ — r>A( K. 
 
 Wiii.l 
 
 ■I.I, ) 
 
 MciIi'mI ,,|' -ii|iir\ i-ii'ii <.t' iiirtrr (-iimic win' 
 
 '•tny wiri' u-i il <'•: imt ii-cil 
 
 I'liiut ot iiiiM-iin iiiiiit with i-iti nrii-i' h> pmiiro ( /.r,. i!i-t:un-c :i!iivi- m- Irluul 
 
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 P. 19. 
 
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 RETURN TC 
 
 Branch, Department of 
 
 CURRENT MCTER 
 
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 the Inter 
 
 NOTES 
 
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DEPARTMKST OF THE ISTERIOR 
 Form H !!».— Back. 
 
 \V'ei({lits Used 
 
 Mi:i>iiriiiiciits liv rciidin^r, from ciiblf, hridyc (ir boat 
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COHPILATIOX OF WATER POWF.lf REI'OKTS A\n Sf:f( ftlMI tlt.Ut ItATA 29 
 
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 DISCHARGE MEASUREMENT NOTES 
 
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 GAUGE RECORD 
 
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 D'-lu'rimrni <)( tho Inr.^rior, ( aiiH.ia 
 
 HONOURABLL WV J ROCHE MINISTER 
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 VVnt.-i- Power BrHnch 
 
 J BCH*aitSSUP£HINTfSDENT 
 
 MlSyWKG 'V,\'KH POVVER KUU\ KVS 
 EXISTING PLANTS AND POSSIBLE SITES 
 
 Toaccompanv r.pon ,.. Power i Storage Invest.gat.ons 
 by J. T.Johnston, B. A. Sc. 
 
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 3 3286 09150767 9 
 
 CLASSIFIED LISTS OF REPORTS 
 
 The Report, publl.hed by the Dominion Water Power Br.neh with 
 the exception of the Annual Report, have been called Water 
 Retource. Paper., and have been numbered 1, Z, etc. 
 
 -"s^j=f ji^\;^^;t^,jn^'cJ:r:2c:^5 ^^i:.::^^^ 
 
 Department. 
 Annual Report for 1912-13, publl.hed 1914. 
 Annual Report fcr 1913-14, publl.hed 1915. 
 Annual Report for 1914-15. In Pre... 
 
 1914 
 
 vA/A-rcn REtioURCES PAPER No. ? Report of Bow River Power and Stor.ige 
 
 ^^In" t""°n."(BoVr*rer weTtof Calgary,) by M. C. Hendry. B.A.Sc, Chief 
 
 Engineer In charge of survey.. Published 1914. 
 
 u/ATCR RESOURCES PAPER No. 3 Report on Power and Storage Investiga- 
 
 '^^Ton.. wfn°Vp.g Mven by J. T. Johnston, B.A.Sc, Hydraulic Engineer of 
 
 Water Power Branch. In Pre... 
 
 «/AXBR RE-iOURCES PAPER No. 4 Report of the Manitoba Hydrographic 
 
 "^^lurvey^lhe year rndTng 1914. by M. C. Hendry, B.A.Sc. Chief Engineer. 
 
 WATErTeSOURCES paper No. 5.— Preliminary Report on the Paequla necla. 
 
 matlon Project, by T. H. Dunn. C.E., O.L.8., Chief Engineer m charge of 
 
 Reclamation Survey. Published 1914. 
 
 tA/a-rcR RFsnuRCES PAPER No. 6.— Report on cost of various .ources of power 
 
 ""''To^pumpfn g "connfctlor. with the' So.th |"''»»'?,««='\rf'*rst e'"'e 
 
 Diversion Project, by H. E. M. Kenslt. M.I.E.E. and Mem. Ar.. Inst. E. E. 
 
 Mem. Can. Soc C. E. Published 1914. 
 
 ...ATira DcsniiRrES PAPER No. 7.— Report on the Manitoba Water Powers, by 
 
 "^^D L. McLean.^l 8 Scovll and J. / Johnston, compiled for the Manitoba 
 
 Public Utilities Commission. Published 1914. 
 uuATFH RESOURCES PAPER No. 8.— Report of the British Columbia Hydrogra- 
 phic Survey for fgUbrR. G. swan. B^.Sc. Chief Engineer. Published 1915. 
 
 uuATCR RPcnuRCES PAPER No. 9. Report of Red River Navlcatlon Surveys, 
 
 by S.SSco"hl.Sc, Assistant Chief'^ Engineer of Manitoba Hydrographic 
 Survey. In course of preparation. 
 WATER RESOURCES PAPER No. lO.-General Guide for Compilation »' Water 
 Power Reports of Dominion Water Power Branch, prepared ^y J- T. Joh„.,on, 
 B A.Sc, Hydraulic Engineer of Water Power Branch. Published 1915. 
 Limited edition. 
 WATER RESOURCES PAPER No. 11.-Final Report on the Pasqula Reclamation 
 Projectrby T. H. Dunn, C.E., O.U.S., Chief Engineer In charge of Reclamation 
 Survey. Published 1915. 
 WATER RESOURCES PAPER No. 12. -Report on Small Water Power, in West- 
 ern Canada, and discussion o' sources of power for the Farm by A. M. Beale, 
 B.Sc. Published 19'5. 
 WATER RESOURCES PAPER No. 13.— Report on the Coquitlam -Buntzen Hydro- 
 Eiectric Development, by Q. R. G. Conway, M. Inst. C.E., M. Can. Soc C.E. 
 Chief Engineer of the British Columbia Electric Railway Company. Limited. 
 In press. 
 WATER RESOURCES PAPER No. 14— Report of the British Columbia Hydro- 
 graph" Survey for 1914 by R. G. Swan, B.A.Sc. Chief Engineer. Published 1915. 
 WATER RESOURCES PAPER No. 15 — Report on the Water Powers of Alberta 
 and Saskatchewan by C. H. Attwood. O.L.S.. Chief Engineer Alberta and Sas- 
 katchewan Power Surveys. In course of preparation. 
 WATER RESOURCES PAPER No. 16 — Water Powers of Canada. A series of 
 five pamphlets in one volume covering the water power situation in Canada 
 prepared for distribution at the Panama-Pacific Exposition. San Francisco, 
 1915 by G. R. G. Conway. Consulting Engineer to the Vancouver Power Co., 
 Percivai H. Mitchell, E.E.. Consulting Engineer, Toronto. H.G. Acres. Hydrau- 
 lic Engineer Hydro-Electric Commission Ontario, F. T. Kaelln, Asst. Chief 
 Engineer Shawenegan Power Co.. K. H. Smith, Engineer, Nova Scotia Water 
 Power Commission. Published 1915.