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I . ' . HYDRAULICS BRANCH HYDRAULICS BRANCH OFFICIAL FILE COPY PAP 23J WHEN BORROWED RETURN PROMPTLY SUM MARY REPORT FISCAL YEAR 1967 BUREAU OF RECLAMATION OFFICE OF CHIEF ENGINEER DI.VISION OF RESEARCH DENVER, COLORADO
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HYDRAULICS BRANCH SUM MARY REPORT€¦ · i . ' . hydraulics branch hydraulics branch official file copy pap 23j when borrowed return promptly sum mary report fiscal year 1967 bureau

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Page 1: HYDRAULICS BRANCH SUM MARY REPORT€¦ · i . ' . hydraulics branch hydraulics branch official file copy pap 23j when borrowed return promptly sum mary report fiscal year 1967 bureau

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HYDRAULICS BRANCH

HYDRAULICS BRANCH OFFICIAL FILE COPY

PAP 23J

WHEN BORROWED RETURN PROMPTLY

SUM MARY REPORT FISCAL YEAR 1967

BUREAU OF RECLAMATION

OFFICE OF CHIEF ENGINEER

DI.VISION OF RESEARCH

DENVER, COLORADO

Page 2: HYDRAULICS BRANCH SUM MARY REPORT€¦ · i . ' . hydraulics branch hydraulics branch official file copy pap 23j when borrowed return promptly sum mary report fiscal year 1967 bureau

• • • • • • . . . . . ... -

• • • 'IJ • • • • •

• • • • . . .. • • ... 11

. .. • • •

Page 3: HYDRAULICS BRANCH SUM MARY REPORT€¦ · i . ' . hydraulics branch hydraulics branch official file copy pap 23j when borrowed return promptly sum mary report fiscal year 1967 bureau

a. 011111..,., 1A N4•n ~ .. ......... to ,,, .. &1Mrt.e1" ... pu u4 tM atdt ot wa. 81'ft\lUU . .._. -. ••..« SD a Wl4w VV1411' of ~e al otNr t ... 1M1 -~ aput ... w b ....... ,....... .u ..... Ult wtt..- ... ~ ..,. • .. \ffN t f:obltat ..... 111m1 ut1'014t . 'Ula .. n-, OIIM. ia11o ~ _...J »~ ._.u~ NII.UN \lMJ ac,o M•~d t.eoat_. Ull lM~\lOD * eaa 1- n.t..N4J ---:, ·~ t.a __.s...a ~loa M4 ,a1a1., t.• fttp1n,4. A. .i..w.. .. "loo ot 1N IU't. be UT0-4 ta& ~-\; ,_.tl.14 1

ao1 taeru,1 ...

la Ylw ot • i.e.. or • -atDMn flW 'M naff· tb1a p!IIY', .,_1a1 ..... ,11 -.., • 1ft ftt].u:1•• 1'1 . ....U. nMC Qli&IMft WS.111. ---- \111191.q la tla14 ••• 1 •• ,. •"'- 1 •• ~ at ._ ononl lAnwl., ill .,.... Wty

\o CtOPI ld.'11 . w ~ of .. ~ 1A ~ \QllJ'O power a.Ha, ..UN ..,.. .. ~ toa, • 'VRl~ ot 1\J'Old-• ..,.r .. _._ ~. 'fnl of •CClllfll••u•M in nw oV J. tt.- ...,_ an toUowlalt Al:4pd...S.Uowa lu~ ~ ot tMdl• al ... folt -. ,._~at 4-1"1 plo• 1.a '1W IIMlpi• ot ~ 1d. M\l ..a ,...... ~UCIMJ ....._i.t.t of ..,_,oa1 en'4tiu ro:, 4e:a1,111 ot i..t.n.1 -,m..,. ._.. 1 ,or ..,.... "°" .,...... s.a ...ia ...i .... ,.., --~, or 4u ... daup ...,_, . ot • flllllaa (lal.1 i..) ¥1 0. ~ ffloci'7 - · --~ UIA•~Ml'l~t.-~ of ....... tl.wmldiGlllt - .. ..it ... leUoiwla.U DIil ~ .. • 1ltal la ti • Yatl-'7 fu• ~ • • ,_. 111 • or 41'• ••• 1 1a ... .,, 41Hl,-tonJ .... ~ U• ... 4-iftll ,.. ' -- fOJ' •CCJPllltUII aias- uxs .. 4.idaMe t'oJ" a ,.,.,. 1a f1w1lla 11i11W1' ta • nn.tp• .,,.11. .. , a n4lot...,. · . ,ol4 wu um ta a s.. ,....._k a, J'lfllS.. . ... to ....... , .... _.ut ot ......... d ......... ta ~· •ellf. ... ~la.I • 1a1.- • tac 1'141-.C'llw , ..... r ..... ,. .... , ...... Uftloplll U1&llJI ..... tJ.a eo111e•tntor 1• .. ....i1 t. . i\J!'Ol ..-J. to .. -., .~ ClflQUl -4 U'ION\lo ..... -.it•t,t S. t.JMt ~e 10o:· rs llU a..1 . ..

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!be --.tt vu -...ntect b7 tu 1966 aumer\1- wol'Jt ot Protuaor leltb Deu«t ~ IU.N1•-1PP1 eta;te Un1-..n1ty mo c.uried on 1'NPl'Ch ln b.Jfln,Ulic .._J'ID' 41••1paton t.ii an •xcell.et llllWr. Alao, the l'ff14nq ot Dr. l4war4 •• lol.lAt;r, Jr., ot the uatwns.v ot J:lllco1• bM bNn • ftl7 •t11Wla\Ulg u4 p..tDt\11 -,.r1.-. to-r the B;J4,allo• IN.ftcb.

J.elc c. Scbutati-, n,~t.na tM hNJIW, •~ ~ 2-d.air I~ COXJt•rec• oa BJ\,1r&ullo X..O:ratc:w, hcttoi.-,, Ai1, tu•nu aw.t1on h-14 tn ff A taollitt..• at lilolwillAt am, lon:ta, ........ lnlua\1011 ot tbe Z'QOJ'ta f1'cllt tb.a ~-i- ..-ot•• (WA, CC>!'p9 ttt ~n, Mil 1&"7 tqla.r Mo:lel Bu1n) ft'fM1a the~"• IJ'Ueh 1• ~ -~ 1QtN111ntatJ.oa ud ,.....J'Ch proced.• vu. All are utag a:\Wb tu aae tne ot ncomtna .m.., &W1'S1DS qld.~ for tl'UlS1a\ h1\traul.lc data.

A. J. Pet.na Mde • ocUece conkot trtp to ·\be Um.ven1tT ot :u.Unoia w ~ Poi,tecbn.io tnsts.tute. Ile 4e11"9nd t1w lectu:rea to the RUdent• at the U.n1:vers1.ty ot Illlnoi• and two lectur.a at BoM Po~e In1tltute. In all, be talbcl to a ccablllllcl CMldteoe ot 200 uncteqN4uat$•, ~ atwtentd, U4 tacu.l.t7. B• -110 coctacteA the d.ee 1134 thtr ~ ot the ~ ot ii. e1T1l, llftlWdcal,. ad el.ctn.cal bftl'lOMtt. At be ~c, he &lao bad Ill uitetutiq 4tao\1Ploa wlth the pre•ldet, DJ-. J'obn Lop.n. %a ..-ta1, 1t w.a lM.fta4 that 1nt1utr., ta ... kina •sti,eeri.q an,4Uatff V:lth • le-1 ot iateeity never befon •x»en~. Starting l&lar'l•• ue blgber tba ..._ u4 the tt\:llber ot· P'(l.ua~• la ....,..'t lolM:r than u..i, l*l'tl1 NC&Ule &bo\\t Oia• balt ot -. ,nctuat.n •re Ukilss -.dYllllCed dqreea. or .,,. ~lQ \he M'IMkt torcu.

J)Q:rtnc th• ... r4 .,,_..r 26, htena -tn"fllW!ld to VtM state UnlventtJ at t,Qpa, Utah, \0 toD4QCt cl.._. ta v..wr ~, Jtl"OCfttuftl at tmt ~ Amuaal Iffiptloo Opitl'&\oft* Wtn'bbop -•tODt u a. 414 lut JM:t• '!be votbbop wa ,pouol"ed IQ' Utah State Unlnn1t7 am. tu Uta water U..a Auoc1at1ml in coopen.­tl.Oli v.lth ·tlMI U\ah W&t.r ad Powr aoam, u.s .. l'IU"e.u ot aeei-t1on, SoU CODMn.tico S.nih, Gill Stat. SnainMl" ot Viall. !be w.ter ~t COUl'M ecm•1ated of ~Ne 4-hov lect.uftl ui! i.DClUded ._ la'borator,r 4e11Cm•tattOD work.. In all, tbue wue about 130 part1o1:pllDW 1D the Tff'1' aucc.qf\ll. vorkaop.

t>r. Bem7 .,. hl-..Y ot the llydft.Ulica BJ'Udl na av'Cttoriaed to 'H-.eh • ~ 1D ll•t tauter at tile Co1ondo 8cbaol ot JUne. 4v.rtq tba -.rtna •-•t•tt· ot 1967. 11• woa ~ a'l -. Buret.\l vu *41• t"4 Ut or4•r that tbe claaHI at tbe Scboal of Jltau ~beheld ia ... aftemooft9 ..

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Several taponent t.eehnic&l stall stud.lea were aaa1gned. to me,.abera o'f the Bydrm.il.1<?• Branch d.urins tn.e year·. A. J . fetorka. sel"V414 on a VaJ:oa Znai,nnring study o't penatock 'bell.mouth 1nta'ken1 and &pp.tr• telW:lcea wh.ich revealed that present. de. igws could be mod1~1od t.o prodde a eubatant1al reduction in coats without u.critiei:n; bUic tunctionti . The tl\ree penatoclt intake• at J'ludng Gorao Dal1 typical of CU1'l°'Jnt design practices, were ~ and 4u1gn modWcationa wen sttl•cted wbieh., it was believed, would result in N!ducing the eo•t ot providing the :required ft.mctione to a l11inbna. Comparative ••·t.tmate ot the existing and aod:l.tied etructurea 1 including an allowance tor increued. head loas ot the modified etrueturo, ahO'lted a net sartnp o~ t586,ooo, Jt.7 percent ot the preaent intake coat• · On the baai• of th1• etUdy, a&~ ot ~3,000,000 or more. could 'be reaUzed in the conatru.ctiou coata or the p:ropoaed '?bird CoulAe Poverpl.ant and proportional tmOUnta could be aaved at other propoeed plantth HydraU:U.c model teata, rec tided to eatab1lab t.bat the bydrau.Uc loaaea in aaller entrance• went cot .xceeatve,. have •ubstantiated tlae Value :bgj.oeenna lt\ld,Y eetimate•• lw deaign concepts are nov beina uaed on the '!bird Gre.nd Coulee Poverplant.

Mr. Peterk:& el.eo a.ccel)ted appointaeat as Cbail:'#l,&n ot Value Jmgineering Team lo. 6 to atud.7 10etbcda O't eontl"OUS.ns and teal.ins eontraction crackl 1n concnt. canal l.intng.. !be toa beld 22 meetinp begUming October 19, 1967, 12 being devoted to talks on the topic by expert. in tbe tield. A draft ot the a'UIB&ry nport -.. •ubld.t.ted to the Cbiet Re reh Scientist J'\me 20, l9t,7.

V. • We.per vu appei»ted r ot a Value PBineering tea (•o. 8) to atl.ldy the problem ot protectins •t1ll.1q oe.ain e\U'facea rrari 48Jll8gll and to mau a report on it• t1ndinp. '1'be at\ldy will be aime\i at centerln1 on a pbil.osopb7 ot dea:lo on tuture 1lure4\l proJ•cta vitb eouiderat.ton ~tng g1ven to a variety o~ rorcea .

P. r. :r va, appointed Chalman ot a llffVl.1 to:rmed MN Mrteery Coam.tt•• tor the l)iv1•1on of le"*1'Ch, 1'tMt wrk ot 1bb.e car&ittee 1a aimed. •t . :SJwm bene:t'tcial 1iJ.&e ot the Bureau Ate tac1llt1e• by

• Dtv1a1on ot Resarcb.

Dr. lteftl7 T. hl.vey ie aening on a cQlllllittee appointed by AMocl&te Chief bgineer to 1tUdy the general a.apecte of' drdt tube eurae• and to P1en a cow-1e of naearch that. ahoul.d be punued by tbe Bureau to ntd.uee 01c1llattcna of pOVer output and p,natoclt pn•aure.

1. J. C&rl•on attended a 2-tfeell: s'Ullmer session at Maaaaehueette Inatttute ot Technol.ogy. n,e apec1el1sed. .a'libJect o-r .. 01"0\U'ld Vater and r1ow '!hrougb Poroua Medic" vu taU&b,t bf leading _profeaaQn

3

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8!1d. practicing engtnNn 1n the~ mi fP'O\D1 water ~teld. tt. cou.na conatated. ot lectura to.Uoved b7 p:robl• ·-« labontor., ••••ton, in Wlch ...U poupa vorited •• tet.u. !be mat.trial. given at~ • ._.r ._.1021 lncl.uded tl1a to.Pica of flow net•, ue ot Jlll:llhle tl04 aaalop, :aqu1ter clu•111eat101\1 an1,otrop7 of &qUU'en; pvap:1rig tat•, contJJmtt7 equa.t10.na &l.'ld. ~ coodltiona, the continua•~ to pon:,ua M<lta, and eflftl"&l. other..

J. c. Sdluatff 1• a llell1*1" ot a vo-rk poup exp~ 1a d.Qth JJ\mleU l'Upolll1b1Ut1ea io. ~u~t1o, ud ~• .. Cf";lt:tol.wma tor W9!!- am llill\.ribvtlon IZ!1*D• A ~ cf re . · · aiii ~fi t&f Siiuii' bl iiili 'Mild 1S belna outlu.d.,

!be Cbiet of the ln.ttch npnNAW the ~ on \he u. s. lat1ow. .A4Yi~ ca.1ttee tor tb.Ct Xttth Coo.sre•• ot the JJ.ttenatloal AalOOhUcn tor ~c ReNuch U4 Hnrolo&Y SJllpoatm to 'be held 1n Pt .. ColU.m& in ~r l.967. M:r .. M&rtf.l:l Nl"ftd U Cb&i:tW of tbe Coadtt.M •t Colondo State Ulll:Yffait7 ill -.king 4eW1 ~nt• tor the C~a pros;r,ua and toun 'tdl!eh tollov.

larol<l a. Martin &110 cont1maed h1• aern.ce u Cbab•n ot the Water Beaourcea Coordf.nat1q Cot.11:1.tt.ee ~ 'the Amrican Soelet1 of c1vu bgln.n. A bl.Wt.Mae IIM\iq ot the C'111ldttff vu held t» ».nver OD A,pl'il 22.,

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A !Wlllbei- of' tat.eJfftiaa •tu.die• were aade this ,-r on ~ic bea'fior ot atnet,u,e1, conY81*CC••, all4 eqµipumt in the ~1Pl &rd with c,-ra.itna ~\llic model.a. S.veral e~lea vere made b;y w,1ng data avaUable 1D J.abon.to17 NpOrta. pe.pua I and. 11 terature in tbe f1el.4.

81draullc-• lranch nport• • ~r•, ad pub.l1e&t1on. isau.ed th11 year are listed 1a Section '911 ot tb1e report. Al:>ou.t 500 pqe, of note• were 41cw.ted during the rear 0)1 the act1vJ.t1ea ot tb4 lnmcb, 1GclU41ng oouvl'tatlons, tedmicat c~rreapotd.ence, tech .. nteal. ccmteftncu • uxt ftl.Atoc'l :teaponail>Ui tiu,

1!'1• -.3or •tuat.•• of the 1ftl" we.nu

Cryatal. 1- apUl1ft17 Mttdel. •1.1111-Cl')'lftel Deia out:l.et YOJ.'ka modal •tlldt• Monw Joint Dea ,pillvq aodel ttud1ea Tebama-Colua. Canal. r1ab tacllttlas atudie• Grar.4 Coulee Pullp•tulbibe llait 1tW11ee ONID4 Coul.ee lb11'd Pwerplant salt Lake Aq\l«\uct CI.J'IIIO!.~J teat fontenell.• Daa twfbim 'bYPMt' •tucUea Y.Uovt&U Dall .spUl.vq pert'Ol'llllllCe Caoad1.&rl lU.w:t A4.Ueduct pert01111mee teat. fl.Hr Du. outJ.g aod.el at.lad!•• Clev Crnk 1.\1rmel. MeUon teata no. MS.eoa hrlp1q' fl.ant, JrelloAt C&ol'on PcwJiplal'li SU Lula Caul, BM.Cb l

~n:•tal; .1'a ~2~.1:l!!f. Mo4e1 Wtods ..

Cl'JIJtal n.. on the Oum11con B!ffl" 1D. veatem Co1oN4o is e. pan ~ tta. l\lnaU'• Col.Ol"lito liver Storqa h'oJf.tCt. !be 4a 1• one r.,t tbne Vh1dl an !mown cou.ct1"fltly u tbe Curecan-ti Unit. !be obJe~ of ~ wnt S.• to develop vater atoap &rd hydrodeetric powv potent.I.ab al.1*8 the 40-atle ltx,tteh o'f the Qmml•oa River. WhtJl cel!Pletod1 Cl7atel · will - c earth and rocktilled strue­t\ln approx.tale.tell' 230 .tat bf.lb U4 666 :ten lon,a. 11\le retenoir bas• »lt,rlned ~1"'1' ot 3,80o acn•teet am the pO'!N;l"Plut is 4ut&Md tor• pnen.t1ng capac1tJ ot 20;000 Jdlovatt• tl\'8 thne: 1t1Jenton.

!'hft dD 1a e1tuated 111 a narrc1'J, deep c&D,JOU vbicb makes 1oca\10'tl of tqrlnulle atl'UC'Wl'M 41ttieult. '.ftleretore, the dalsn con.cqt

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,.. te1ted in a 1:40 scale bytbaulic nodel (l toot to mod.•l • 4o teet 1tl the p:,ot.otype). 1he model incl\ld.ee a portion ~ the ep1ll'fflll1 Naervolr, the 1pill'Wl!Y intake, • mocku.p of the out.:i.t vorb urtolt.e, the epUlvq tumi.el, the spill~ n1ll1nc balin $114 tl1p bucket, the outlet worlla pt-e• and etUUq buin, the ~rplan:t lim, tailre.ce, aD1 a po:rtlott QI the dOVl'Mft:remn river cb.enDel.

1.'be ptU'pQH ot the IIIOd.el vu to imeatJ.gate the •p1ll¥1Q' f.Dl.et ud outlet tlov condi t1ona aver the wide range ot operating CQndt Uona poa•J.ble. In addit1on1 eroaion in the dovnatreu riveX' channel w.a 1uveatipted. An inte:re.ttng feature ot the in#t.t.l.latton u the •Plllft7 1t1ll.1ns 'butn. lo'lt now up to tut. or the 100•,-..r nood., the •t1lliq bU111 tu.ncticma u a ataudaffl bydnwlic .1\IIIP e111ra 41,atpator. Howver, tor 1'1on .....itna ~ 100-yev flood, the att.ll.ln, buln tunctiou a. • flip 'bucket end cU.ncta the water 4o to 50 !'•et irRo the air beton it enter. the 4wnatreu river cltarmel.

!o turthu the lmo1'1*lp for ccaputiq ve.~r aurtace 4eptba vJ.th «:mnilf.Mal" flov; such a. oceun 1tt a con4.u1t bend,. a separate -~ ot tht t'low 1U the apiU~ iunne.i WI coaduc'k!d... A CCII• pater p-.rogram n1ch predict• •t•r 1urr.ce profllu in 6J"&duall¥ va171ttg fl.ov ,... IIOd.1tled. to ueount tor centritupl t'oroe ettecta 11' the ftrtlcal bend. o't the apill,nq tunnel. Relattvell Fo:t •az•••nt ._. obta!MCl bet'neJl tbo predicted ~·ure• on the ap1u .. yq invert aD4 tb preasUNa actualJ.¥ -.ured. 1n the mode, 1h1• acre1m1n 1ad1cat.e• that a'ba'r ann-f'ace depth.I 1n cmduit• bl.vtq a ffrU.e&l CUl"l/9 ca be C<apUted rel.ative:q aocu.ratel,- by eal.7t,1cal P~• au.WIied in the atv.dy.

~!7!:tal.. lllll ~t., W~rka ~l; St\ll~fl"

Stud.id Oil~ 1:12 ICW ~uUc model WN W.,euded peadlnl n•waptton ot 4-•1P uc1 conet:ruct1oa aotb1U...

""1he l10del il'lcludell the tvo .Ude ga.tea ~ tile }lJd:raulic Jwap •till111& bUiA, &Dd •portion~ the dovnatree ebam:iel. 'l\le al.1de lilt$• an .3 feet 3 l®hn qu.re enct ~l diecharle• up to a ._smua ct 1,900 cts. 1'11• ~ held on the ptea 1• appl'OXiutely 212 teet .. !It• e1»rgy dia•i»atinc .tttcien.ey and bJdra\ll.1c...q,eratin, ehaftl4ter... iatic• ot the •tilllna ba.ttn will be datenu.ned. s»ectal at tent!.® bu bMD clvtm to the lcyd~1c ton:ea acting oa the center well aDl to tbe pollelble tendenc7 tor aa.cd atd ,n.ffl. to 'be pul.JAtd up. e'bNa into the 1\1111:q bain flQl the dmmatftaa cbantl,tl • l'.aatN• sonat:f.o pl.atmed tor the protot..Jpe nw.ct"QN vUl au.ow .,-.iuable ~ to be ad$ betwa the moAel and pNtotype.

&mtl'lll 4e•1p edlelea ha~ been tff1*l ror tbit t:br/el.opaent ot a curta1.n .U. '° proct4ct- tbe •lia sate• f'tOltt a\U'ging .ctton during

6

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htp tailwate:t cencU.t1oua. Others are planned when studies a.re re~.

tlRXTOV Po1n\,,llllp !?Rill/!!l fkdel. 8,tll!.le,a

JfOn'OV Po1nt DD, located on tlMt Ommtaon liver• 22 milA• -..t ot Mcul'tl"QH, Colorado, l• scheduled tor cmpl.etion 1D atd ... 1967. \'be dnt,n t•tura the J'Qreau ot Jle<:luation' • 't1rat tb.111 double• cun•t:1m1 vch a., tint crlfice-tne tree-ran spUlny, am tint wuterground »owel'plant ..

TM 4a vari.a 1D tbiclmeaa tl"Clll 12 t•t at tbe cnat. to Si t.-t at ~ bue u4 r!Ma 1465 teet abOft the tomdatiois. lt ®nta1U 360,ooo cubic ,uda of coucnte 8ld. bu a cre•t letllth of 720 tut. 7!1• reae1"'f01r-. a•~ ca.paoit7 ot llT,000 aen•teet;, utendinS upstnua '° VS.thin l/2 a1le of the llu. Noa Dlul.

1t.ltt Jto100()..cub1c ... toot'1Xt1"-MCOM Q&PUU.W apill""' incl.Ude• t~ lS• 'by 15-toot openllJP controlled bf tued.wheel :tel. the 41•· charp Jeu :tall fflel.7, -~~ 400 t•t to a 1till sag pool at the bu• ot the da. 1.'b.e pool,_ formed \1 a 65-tOC>t--htp weir, i• lt-4 ¥1th 5-toot•thick cOtlCJ.let. am 1• about 300 teet iona am 160 feet. wide.

1'M outlet vork&t near the baM ot the a. cou11t• ot • >. ... by •-toot atalDl•• •tHl lined eortd.US.t coz:rtrol.JAd lJy 3.5 ... b7 3,.,-.f'oot tandera al14e p.tea. 1!le out1R wow di.-cba:rpa \11> to 1, ,00 t:\lbic feet pe:r eee-and.

!be 1,2.., 1c&1.e JICde1 aided in tbt 4eftl~ ot the' •»1Uvq dulgn and-. uud. to A•wJ'm.lot the b7draulic Qpen'11DC. cb.u'actenn1cu• ot the 1"'CariNf.'lded apillvq, outlet VOJ'U, ud J(M,rplct t&l.l.nCfl • n.- IIOd-1 tea\1!1C ·~ com1ate4 priarll.J ot o'bNnat.t.on ot tlov c<,DliUona 1n all ,-rtt of the •t~, dete.nd.nattoa ot •PUlW¥ ducba:rp caputttu, w,urwnt ot pna.urea on the •tllllq l tl.oor M4 wir aad ln tbe QUlftf bel.la,uth eotra.cn, end d.•velop· llim\ ot JIJ04it1cattona to blpl:'O'ft the crtenr.U b1dT&u.l.1c perto~.

~..c~~ .~· §P!mi:y ~_,~ ~·

1.1ete•iw, aodel tnt• re comtnued to dtmllap a Mthod o'f NIIIO'VUII 1Ut. and ttne Mlt4 tftll MlllOO ~ ar.ffl, ed• 1n a lu CQl'l•

~· cual.. 1be re••tch wu conducted in cCC'Utlfft.1on With the ileallft ot the ~...Cclua Canel,, the tint 3 .U. ot ll\Ucb v1U pJ'O'tide IPlVXl1Ds be1a 'foi- Cbinook AlllOSh !he 2•1/2 ... foot-Atep ~na pavel. in the 100-roo~-bottcll 1'idth v1lJ. :requblt NlltOY&l or \be tine Ndi11Gt at ft&Ul•r 1 tenal.l to pNftn~ 1uttocatton or Almon •IP am. ti erlinSat. An1t1cial •paftln, c'b.alu,e:l a u.

T

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not uuccaamoa, but the u.• ot • ftteJ" c~• canal ot an t:rrtp• tioo s711tea tor nlmon •~ 1e unlqtie.

A wne p.te cl•i:»taa d.eTtce MYer uaed beto~ vaa dfiel.oped. It COXUJlet• o'f a •tel moff.ble 1'all•like atruct.\lre utQdtng ac.rou tu cMal q,e.vrdnc a:rom:r4• It 1a ll.Wpended trca t. ca.n1.a.p that 1trad4lu t1- caiial and ridea on raUe aloog the ~. ~ battle aato ia ldlfered v.rticUl.1 up to '4-1/2 teet into the water and moved up tre at a Qeed ot about 2 feet pe:r mlmd;e. With the DOnial tlow thws reavicted, the water it torced Ullder the bd':tle sate acow:'in.tl a tnu'ftne troue.b 1n the 30•1mh•th1ck cravei bed. Ac~ atlt 1• tl'Wlbe. out ot tM gravel u aueeea1ive ~n ot the coane, 3/1,.. to 6-tnch, crsvel an IIO'V'«l downst •

fte eleUl.ug •vic. cu -1. o be uae4 to 4ia rutiq pool.a 1n the cr&Y$1 when Milmon 110Vin.g u»•tre ia the cao&1. can NC:Upen.to at 111 nals fl'<II the eurU011 or Uleir continued battle with tba C\\J'ftnt and cf d1;a1nt "reddlt~ (nuta) in the IN'ffl..

Bqre.entaUv-,a b<D t1- J'ish am V1ldlif• Service met M4rcb 7 .. 9, l~T, in t>enwr Yith engtneen hm. ltepon, 2 ud the Ott1ce ot Cbi•t lb'a81neer to 41aewss 'ltnal de•iP tor tho tlsh h.c111tie• tor TebD&-Coluaa Canal, Centftl. Vall.q ho3ect. Motlon pictures. or tat• ot the ,r&'ftl cleerd.· apparatus JMd.• tu tbe 8-toot-dettp lOora'taq tlme ven •bow to tbe u~ aroup. Non!.tortnc ot 'the aqgtm content ot water tl.owtna in the gravel v:U.l be accomp­lllhtd by ~•ins 1- ot water vitbdraw t'rca gravel uai V1nti.r method 1n the field.. 'W ter Yeloc1ty 1n •pavnins ,-v.i vUl be 1'0nltor.4 bJ' tbt .alt ~t1'¥'1.tf method. P1ptq Nf(Ulm tor the aom.tonna .,-.t .. '411 be lncl\dfl4 durlJll ~cm­••wction ot the canal. A po'&"table motor-:snmp wut, record.er., an4 cbcnical ~ egm.pment will be ASMllbled atld teated 1n the ft&MZ'Ch laboratories Wore being uMd ild.ttall7 on Tebw...Colu c.n&l. A.I a. Nault ot the 11Mtius., the 1'Ub aad VUdlU'e l'epNteD• tati vea · ueated '1Jat the oqpn fU1d loci. t7 mc>Ditonq a,at be 1utall-4 tor int.be atngle-~ aballov tel' (1.5 toot deep) cbalmel •· O:riglnaJJy, the tadtoriug qatem vu p~_,. tor tbe dual.•PUJ"pOM deep••ter (6.59 feet d.eep} CWUJ?Jel ouq.

~..Coluaa '1 Concentrator

A •t~ to ~celly eoncentJate fuh f'Ul81!rlinp in the 'l'trbtaa.Col.uaa C&Nll J.nto • ..U Toluae ot water u beina ~.el teated to dn lop fl004 byl.b,lu11c flow ecaditiout. am to lud.t the Aov co~ne thoc t1ab to approXi.Mtel:y S ct'•.. 'the pu.t'SIQ«ie o-t t . atNC'ture 1• to divert ttieh to an electrcm1e cowittna A•Ttce.

8

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'!:oe! 1

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<ll'and Cpw.N P\!R !\n'bine,~~!

A 1118.65 ~u.Uc aoclel. ot tlMt ov.tlet •tJbon portion aod outlet tnntit1ou Of two 41acharp U... at ar.m CO\dN "-111& 1"1-t vu eout~ed for 4:aip. at.'*11.ea. !be pllJ'pOllfJ ot ·'the .twiu t• to de'tel'lliJse th9 IIOdiftcat1ou to tile aipholil and t,-auition, ·f.ba.t VO\ll.d be nee.aaar,r to uaun aaU..tactor:, fl.ow CODd.1t1ona tor l'A*P­turbine os-n.lion t4 tbe plant'• PUlltPiD& Um.ts P•T ~ P-12.

The ptapin, plant, couiructea to bouae 12 l'\1llPS, DOW he.a •ix 65;000-h1, 1,&oo-cta P\lllJ.J• which 11ft water h'ca JraultU.n n. BooMVelt Lake ( the reaeno1r behhd Gn2ld Co\ll.H Du.) uto ~ Leke, an equalizi reservoir atorln we.tar tor the project'• irr1p.tion tac1lit1••• Under the pumped stora developaent, th• •ix remaining kn.tta woul.d be inatalled e.o pump•t\U"bine• and 1t0tor generators J.n l1eu ot conventional pwnpa and. motol'S. the pump .. t\U"blne wd ta vwl.4 'be l:l9e4 to p1.111p impt1on wat41r d.uri.aa tu late aprl.nc aD4 •\lllllel" a,ntu.. l)u.ring the nmurript1on aeuon, water tor powr prodUctlon voulcl be pumped durtn, d.U.,, or ~ pe:riodl or lov power decand. h daJ.17 power d. • mreu , t.he tlov vould be rev~r• d ttlrou&h the pump ... tlU'bine• IUld power vould '.be getien.ted to aet peak demand.a.. ibe pumpe •etoras;a paver c:1*velopmcnt. would be capable o.1' producing about 2001000 kilovatts or povar.

Pl"elimner., model atudiea rep.rUna ftYerae now tlu"o\l&h the PUlll'.Q Ua-Charae 1ipb.on elbova tor the -pwap-tm-bhe unite a.t Clnmd. Coulee l1all illOJ.cate tll&t tvo tlll'bima (P•7 am P-6) could. be operat.a 1n the preaent nructux,a Yitll llu,,k.a Lake at or abQ-q elevat,ion 1565. ~• ucesa&r'3' deatp. chan,gu to tbe atpbou elbow outl•t• that vUl ;pemt t1w turbine un1ta to operat• aatt•tactorU, Yi.th~ take at. elevation 1510 a.re preatntl.T beiq 4etendned trm. the model.

~ Coul• ftll'd Powe!J!l!!:t

Pw:auailt to the recamnet:14at1ou ot the ..,..ey :report cl a Value b&1,neertng 'leaa on n•tock. intake •7AtemM, the Hydt'&u.Uce Bnmch enp.ffld 111 a •ttd7 to deYttle,p a IIOdU'ied uitake structure tor tM third Powerplct. ~ 1D4iv1dual. PMr&tor unit• will be 600,000•kY capacity,. ~nt ot tu torebq tor tile 3,6oo,OOO-n 1utal1.&• t1on vU1 pena.t.t imt&ll.at.1oti ot 12 wuta h&v1n& an ultuate capacity ot T,200,000.lrf' in tbe 7.'bi:rd PG'ftrplut,

IJdraullc wm vi tb model• •tined vith tn,1-1 nrw.,tune t10W being und. Th•• w:. fol.loved b7 an intake developed b7 tbtt Value XnaJ ne.ring tMm. Hodit1catiou an being made tic> obtain a lN• ~. aillpl.1thd entnmce With Rtiafactory h1d,raullc chal'ac• terist1co.

10

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C•P!:~tz 'le•' pt the salt La.lee k,~·-Pro;vo ft~"'!r Pl'Q~ft't.1 Utah

!be &tpoul. Director, a.lt Lake City, utah, ~Md a te..C to d.ftend.Dt tbe ••1 .. capt.Cf. t.7 of' tbe salt ~ Afallilduct. u c:Obftte• t10Jl nth pl cinS na for 44al.ive:r,y ot c.rttl'lll Utah ProJ*Ot wter to Salt~ COtULty• Uta. lquiJafflt neca11&17 to 4flll•tA the ~1t;r ot the ~ waa 1na~, &114 dat41. wre obtaine4 durl.J:&g u hit.1*1 tut wltll the 4Mip dt~ of 1~ era.. Dm'iJl& 'lhl• ta•t t Mr10U8 el'Oa-ioa ot n:nh aatel"'!.a.i. ~ adjacent to A •tMJt -..tnq chute thau •• ·uud to d1ftrt 'tbt qued:uct tl.w urto a Cl'Hk. 'l!d• ~•1tate4 i,oatr=••utt ot ad41t10Ml tests lUl'tU corncttft work 1• ccapl.n4td a.t tbe va.attrny .. Test• tor d1acharcea ot 1521 173, U4 l~ eta were Ude in August 196'6. and h)'dn.Ulie -~• Mee1Ml7 tor ~i• of *Cl'*1uct perfOl"IAMc. 11ere ccap]Attld.

~· Pon~ !D!!• st,\ld,1~·

AD mating lqd..au.U.o aodel ot drut. tube and acl'Oll case va.a. mod1• ti..S to •bn4at4 coad.:S/bioaa at 1'on:teMlle P~ vltb the turbine NIIOVad u4 d ver tlov d1¥el'Md tbmue,b the dr,.t"t tube.

'1ov ccccatn.tiou am fl'Ollion tena.encle• in the ~e wen stu,u.ed. vus.o. tlow •pl.itwn s.s,. tr. tbfl*t ~ tba draft tube Wbiab tem io Nd.uce flow c~rattone at theedt of the 4:att 'tube wen inve•tipted. An •ODOllical tlow aplt'tter cont'tguration vu u"Yelopld. Which all.ova •U•f'actol7 open.t1on und«tr the t.lOV eond1t1ou u,eot.4 at th• ~U. Poffrplallt during the Pff1od in wtch rlw:r tlov vUl Nl'MN4 thl!'CNgh the power unit.

WJ.t.b tMM 11Cdt.ftcatioi18, • 41acbaf,p ct 2,000 eu'btc teet per •~cad cao be cU.wrted tbl'OUp tM ponl'platlt •tl"U.Cture. 'ftl1a t$pa01ty t• •utfteleai, to c:oirGrol all flow Up to that which ~s to•• a'ftl'Qt of the 10 hlabat YNN ~ NeOl'd.

J:~owt&U n., !!flll!!Sf ~tlll1Jll IU~n

An --.iM.tion .,.. ...S.• at the •ttlllq bNill am. ~ lK>n.&Ontal •pill,.,. tunnel ta det.r1:dne ®Dl11-t:f.om tolloYil\l diYerston tlov 1'l'Clll Januar:, 1963 to lfO'V'Cmber 1.96,, '1'he a1ce am amount or bed material carried by the 41•nion fl.on,,.. not known. :tn ral.1 the c01XU. tiona ot the etllltng bUln w:re xcellent, eona1d;Gl"i!lS the aount c~ "41-.r.tt•la4en non that ha4 been a~mea by the oaau.

c=•rol.a wen ••ta ~J.Shed t~ hture ...iuat1on of ~e trrogu ... lari.ti••• ln oJde:r to naluate aurtac lnegu.l.arltlea au'bJectea. to htp-wloei't7 tJ..cw Vitli a. Nll1 dneloped 'boultdal')" la:,er, 'th9

u

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Pl.an Vlev of od1f'1

Pi 2

12

iJlvaati• t.enel.le

ttl 1a 1,00.

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oonat:ructicn n;ineer vu ~atod to Obtaia pbotograpba of the erod..S. 1nv.n at the ho:ricont&l tw:mel fl'Om tht verttc&l. bend ( tatlo 10+-31.t..7) to the pol"tal (Stat1011 22+ 33,00) at al:x)Qt 200•fOC>t intenala. In addi ti.cm, th· tcllowitl il'Ngul.arl ttes •n to-. i.n uu'\ireated am :

l.. A Sl"Olap of small bUg holea located e.t ation ll + 35 on 1 left aide or the twDtl t 6 tut abo'Ye t wit 1nverl.

2. A or pocut, , 6 1neb.e& ride and 3/4 inch deep• located at 8tat10li u+60. 3. A poeket, about 4 ineba• 'lfid and l/4 1iicb df:ep, in the 1mt1"t at Sta\1on 1&97.

4. A ket, about 4 tlleb a wide .ud, 1/4 1Dch d , 1n invert. abo1't 6 • J.w long1tutu.al Jol.lrt ~tv: thCt t l"lled &11d t.mf"Ol'!led l.W at Statton 23"-53• se 1rregular1-~11 ~ •elected aectione ot the tw:mel to be photogn.phed •hould bl painted ror lawr 1dent1f1eaticn tion after

ap1U11$1 hM O,{kH'ated.

C~tu , 1ver ~ !t'!!\UC~ A byd. :ullc }*rfOJ'lllmee teat. ot tb.e aorthflm Sys ot the c.r».d!C\ Jtt r Main uedw:rt. vu performed durin tho week ot Much 13--17, 1967. 1.• port.I.en ot th a :uct eontatns tour p ins l.Allt• vs.1m five arid related torob •, •urce tanka, oormectiDS precut eonG:rew eotd.\lit. 1'l1e toll~ t.esta wre onaed:

1.. ~onpd 'thne...mll!m a~-aiat4J ~rat1on Wldor normal itieu I

e. !be .._ vitb tour• operation 'ld:dcb pl"OV14taa t ax deatsn rate or tlow

3. L ...peJtiod .,-at• po,ntr oute.ge uriD& maxuaua di Charp otld1t1ona

11... &pu. ~ovet7 attoi- a ehort-perioo power ou.tase duritij! mu:hmm dtscht.r. eondltions.

Bydnulie 4tMl cbanlcal. operatiOllal data tor the ntim ,¥•tea wn obtained. 4urlna 1J.&Ch of th tour teat con:Uticmo.

13

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£lear. preek tunnel 1'.rietioc 'test, T.r1-itz: liver ntY11d,~ ... ..cn.tr&l Y:!H& J,'n>J•~

A b.JdN.Ulic triction coefficient test of Clear Creek Tunnel waa coa .. pletN. •tmU1.uneoue111fiih an ettleieney teat. ot Cur (Clear Creek) Poweipl.ant !w.'bille le. 2 durtq early lfoveber 1966. !hie concrete ... liJled. t'UllMl l1U a 4!Aolete:r 01' 17.50 teet end, tbe friction htNld test reacb 'betveea plucaetl'ie •U\U'me t point• ia 10.~2 .ue. (55,030 t•t). ttwm..l tnctf.on het4 .,...UNMntl wen obtained during tbe Nx1.- poe•lble tunnel. 'ntlocit7 ~ which vu provided b1111D1&\D to 11Ui1111111 41•eb.U811• thro\1p Can Pcnr.rplant. TUnnel trtcUon coett1c1ent. and coJ'Tdpcmd.tq Reynold*• IJUlll>era can be ccmputed d'Wr turbine d1acbarpa an dete:nd.ned tl'Oll anal1'11• of te&t data tl"Oll ·bot.h Can Powerplut '"1rl)ine1.

~t ~ . P(?w•!:ilan:t:

Caarn.on tlllebue analog l'eOOrdinp or vat.er pas.age Prff•lll'e sur,ea, power outprt. tluctu&ttoc,. and shaft 'ftrt.1cll moveaent vent obtained h'Oll one ot the ,~ c.,yon pne•tina unite,. 1\\ese MUUNmenta an plea:aed tor bipu Wl•ter operation. !heae c.cntrol meaaure• •nta will 1>e uu4 to e...:J..uate the ettectiveneu ot turbine l'Wlner mod1f1ca.t101'18. 1bA: aocU.f1c&t1ona an neeeala:t'J' ~ 1ncreue the ®t ... put ot the ~t Caayon tu.l'ld.a.1 above about 91 perce:nt. ot rated ~tty •t l"&ted bead and pn>Y1de QOC)ther operation at am oear ..xi•• output.

:ft.;ber AuxU!.Yl Outiet ·~oru A li 11. 53 ao4el ot the 'l'ibe:r D&a awd.Uv:, outlet YOl"ka •• inatalled 1n the l&borator.,. 1'h• raodel contain• a HC'U® of the exi•tia, caal outlet, work.a, the drop 1c1et •tNCtlU'e whicb bn.nchet h'oll the ccal outlet voru cc;,12dutt, th• aUXiliuy outlet voru pnarslll'e con4111t ~ gate atl'tltture, and a Metlcm ot tl'ft •urtaco tunnel. The ll()del. will be WMtd to •t\ilSJ" pnuun 'COD4it1ona at the t:ruaitiona ~ at U. «rop inlet for now c®trolltd 'b;y either tu cua1 outlet vom BUAl'd 6fl,tea or the auUta17 ou:tl•t 'WOrka a11de gate.

s_an Lui• cana1,. Reach 1 ...... 94m ,L':11! trp1t-.Cetra1 v~ PJi'O~ect

A h14ra"110 engj tieer ot the Jl7d1'ulf.0-e ll'&neb trav.iect to L~ Banoa • C&litom1a, to atd in Mlt1ng aeepap te~• to eval.ua.te the vat.I"• ttabt••• ot 1:.lM Joint NIil• U4 the concrete UAiac of the au Lui• C""*1. A cantull.7 conducted ponllflB t.t vu pertol'MCl 01\ the 1,.a,..-u.. ... 1.oq a.uh l, us1na •i.r •taae l'9eOl'der1_. eva»cntion pua, h:lt'1ow NUUNIIMlt• and ctmtr ..._ to acC(N'Dt tor all inflow and outnow in tba ca.nal. 1M qu1 we J.*°1.at-.t by MfHt11 th• intake pt.a at tbe nurvoir end ot the reach and 'b1 etoplop in

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the pump intakee ot' Dea Aldgoa Puapi11g Plant at tbe downatreaa em of the ree.dl. All pb.Ja1cal taetora 41nct)¥ related to rate ot water l.ose tree the canal ven IIIIUUNd Ud data vent obta.1.ned tor a conMcut1ve 9-dq period. On•aite pre-Um.nary computattons tor the tir•t 3 daya of teat :me.uuremente ahov that the leaka.Ge T&te tor th1a can&! la 'better than ant1c1pated.J about t~hirda ~ the :rate measul'ed :tn a concrete•li:aed. reach ot the Friut-Kem Canal in 1950.

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Cooperation am uel•tenc• •n rudeftd other -.met•• on tqdnWlic pn'bleU. *'-t exteu1v. vare •tud.1•• tor th4J Dirtaton ot l•O'to.Ph l>eVel.opentJ U. S. A\altc tn.ro Ccad.aa1cm1 ~ tor the Office ot Saline water, ~nt ot tb.e Intfflor.

~t\\Uu ffJrthe ~~c z-,r,z C~aa:lon

!be B,«raullca In.nob am the ChaliNl bgttieenn,a Bnmch aft enppd. in• •twt;r to "t&bllab teutl>Uit, and de'Velop procedure.a tor l'eNUI'ina the nter tlov tbJ'Ol18h hip~ turbine• m! other bJdrt.uli.c #laChlnll• utng n41oe.ctive tracer•, !be »roara, planned to d.•vel.op tffhniquet tor Jl&klria pnolalon tiachap ~t• (ltlte~ ud "1th • lllnilml o~ ,eqw.piaent to be 1-t&Ued in the pipe• um or conduit t• be1ng at:C01Wllahed in ...,.:.ra1 dlvutona de1crt'bed he:netn.

An exteutve NAl"Ch ot foftl'lip Md dOMat1c literature pt'Od.uced COtlt 300 Nt•~• :related 'to tb.a NU~t of now wdng 1'841cs.otopea 1.11d. cha1cal ~~ .Q4 on ftdi,oteo~a euitable tor ••k!n1 pipeline dt.acbarge __.UNIIIID.ta. tb.»nttical atW11ea vtre MA• to 4et1a tlS'l4 .-l•t• the ~io paNMten that ..rte~ ud control. 41flu1on o'f the tn.ce:r "1th the flcntins veter. A )6.1.nOh-dJ.aaeter plpeUne 815 twt long vu UHd to •~ the d1tfwlion ot tluo••cent ~ 1n tlowa 1'ZIC1na to 62 eta. 1'be ~t• reault414 s.n app~ 1,000 ualog NCOl"d.• ct d19 conc*1tntian in th• i,J.p•U.ne f'or midq 1en,th8 ot t:.rom 27 to l~ pipe 41-ten" .An B•lncb-41111Nter t~t plut1t ptptl1ne ab<Al\ as· t•t lOltl Y&a 'Wied to •Mun the d.iftua10tl of a 1odia cblo:rtde aol\lt1oa 111 tbfl P1Pt tlov tor eigbt atx1ng 41.a~n ~ tl'Qll 12 to UO p1:,e ~ter.. 4 c01:lduct1v1t7 Jl"Obe and electronf.c e1ro\11 tJ7 •n 4.~ to lllUQft the comumtntlo11 ot the ..it .o:t.utlon. the ape~tal »b•••• lncl\11184 tmt 1aven1-pt10t1 ol tac•r 1nJ•nion and 1tllpl lna techalquH am of ot.abU.a­tea btlalo Nqld.l"lllilffiU tor ~ ot the fttUiP*lt• 1ae 1tUIU• l'4t#\11t.e4 in the deftlcpllftt o~ prel114ftU7 Mthod• tor d.ewndniq 41ltwt1m ooett1e1Cll'lQ -4 pipttl.1nt lenpwa ~Nd t'or tracer w'lie:r .tung.

1&41o1aotope -.1.ibrat:ton, couatug, .fllld Hl!Plir.tc proced.UN• WN e.ppU.ad to a •~ taak deatsn,ld. an4 tabri.cated. 1n the labort.'toq. the cb.ek ot ~ve• ucl\lllad the ff'al.ustion ot tbe total e:r:ror that llilht ru'ldt trca ~ Ojleftltion. fte -.x1m1m probable e:rror at W• atq.e ot the ~ t• t.o. 73 :p1l"Ce'Dt bue4 on ~- ruult• ot pnliattl.U7 -.ta. Xapl'OYl!d metb.oda nte 4eVeloped tor n41o• 1•otope 4UuttoQ &D1 T<d.UIII ... Ul"8Mnt. A aob114 nucl.etz i.bon• tot7 .. u11pc., ~, am useal>lad wtaa USIB tw:lda

lT

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pro'V.1de4 apec1t1cal.11 tor that purpose &fJd not a part of the reaurch tum.a. 'l'be labon.tor;y ia being UMd tor pertcflling tteld teats u.1111 nd.1.oiaotopea in SJ'()\lm· Wt.ter t.racer et.udtea am flow MUurement in cpen channels aDd clond c:ondu.1ta.

A field test. wu pertonaed in• 320...foot-lcmg, lO•toct-4iauter1 hitb,-head tutbinll penatock. at l'laing Clorp Du MU' Vem&l, tltu .. 'fracered water au.pl•• tor d1•cbu&e cel.culationa wre w1t.h4ravn h.UI. the pe11.8tock botb upstnJU and downtttreaa ot the turbine. !he pl.al:lned obJeeti'NS or the nu.tna Oorp De turbine 41•cha:rp 11eu-UNMJ1t1 were ~hte'VWd. eh vu ln:med about the inJeett.on, eapltug., Qd general proce4ure-s ne~••a:rr tor 1111.t1111 ratU.oteotope discharge JBHeUNmenta in a hS.ab,-he&d installation. !ha• tot• showed th.a.t Sood autna dOcta not occur i.n a pipeline le'ncth or about 30 diaetera tor a •1ngle jet ot 1aotope lntrod.ucd at o. 3 o-r the radiua trom the pipe vall.

COAt:l:auation ot the progru .calh tor t1el4 tet-t• ot tbe prototype tn.cer 1nJeot1on and mtaalU"t:JDe11t qatea. 11eld cond1 tiona such u nu.xing length, hydraulic head, diecharae rate, radiation meeaurement pl"OCedures, inJection technique•, and tracer concentrations will be varied 1n maldng flow aeaaunmenta at h1ah-hea4 t\U'bine 1nat&Uat1cne. ln ... hoUH reaeu'Cb will contiJla on pipeline iaixtng l•nath•, rad.to ... isotope aelection., :radioiaotope cow:rt!ns, cQ!lp8.tal>1Uty o~ equipment to deTolop • rad..toiaatope di•ohup .JaeUtU"1ag ,,..tea. Studies tor Office ot Balla Va~

Hydraulic model tudtea vere made for d:esip. of the Su Diego 8al1ne Water Teat hcility.. !eeta wen conducted. on a lt8 .. 93 .... ae4le hydre.u.U.c JaOdel of the p,.rmp intake JDallitol.4 to:r the teat liaOdule. '!he model vae operated umer cmdttiona ot NC*l tempe:rature and. at.o.,phet"ie p:nus• su:re to def~ e.nd contl'Ol trends t<Mlrd. vortex ~nation and Yapor entraimaent.

Sevem modit1cat1omt vere ude to the or:1g1nal 4ea1cn to improve flow conditions in the mauitol.d., tbeae mod1ttc:atiou ittcl\Uiedt cbeqins the location and. orientation ot the PUllP auction lim, wldem.q and •treuallm.n1 the trari.altioaa betveetl tb• eY&pOrattng t:raya and. the manifold, and 1ut&llilta the pl'Ototype uope in the e-..aporating trqa.

!he N'file4 model vae ua.ed to denlop a IW'litold battle arrangement to turther improve flow «mditiona. test, .IJboved that a solid vertical battle swspended fxua the root ot the manifold v11l e111n .. 1nate vortex action at>ove the pu:iup auct:ton. However, air eontinuea to 'be tntrained at the llinin&\m a.nitold vatel' depth. 1utU1'9 tesu

18

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will c~trate on eontrollt.n1 tb1• prQbl.em. The t1MJ. dblp o~ tbtt mamttol.4 bdtle ~ «tepenAe u,pco tbe cod1gun.t1on and ~ ot 11Jx1Jli battlu in the tmap01"Atot' tn;ra. ~er teaw V1ll. ~ -.de Vba this J.ntoniatton beccae• aY&ll.al)le.

Studt•• on • 1,100 scale IIOdel of t.be Bartlett nut -,1Uvq am d~ND 41aeb&r&e ebunt,l vent c~.. !he purpou ot t1Mt •t~ ts to cteterm.1.ne chm:mel 11tpwr,••ent U.t vill prevent ~r eroalon to t.be 41acbat"p c:b&Jmel 'lfh1ch 11 at the hue ot .&ad appr<>:.UMtely 100 teet l.owe1" thfm the spill~ tup bucket. !be aaodel. atud1ea lhovect that tba eroa.1on 1n tlvi 41sch&rge channel •• p:ruiaril,1 due to 1Q1~t ot the tloV on the badl,y vutbend rock and. tbat the rm.edtal ..... \U"ea taken. tollovirlg the 1965 flood went au!table.

Ute •teep ·d.l"o» 1n tb4t <U .. chu'p e1utoDel fn:a tbe em ot ·the: c011cme .. lined chute to the t1mt pool. (ap:pl"OX1matel7 100 f'eet on centvlae ot ch1.n11el.) vu rein:torced Vi th au 1rnpi.r »&ttem ot cancrete block steps~•~ with an 8-incb ~rot conc:rete fol.loving the 196S tl~a. In ad.d.iti®. to these 11euuiu. it. 1• nooruaend*1 that i$e 'bottom of th• ateep *1ope be protected bV tilling the pool vitb ~N- 1'0 tora • alop1q tloor trca tu concrete 61.reaq 111 pl.ace to tiw rook ® tbe tu •14• ot the pool..

19

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~ic atu41•• w:re ude tor apno1•• ot toreJ.p ao..-e~nt, thl• .,..-r. Stu41• were cCIQ,\let«t on the ouu.t writs tor Port14Pt Mo\m.tato nu beina bu.ll't ~ tt. 1r1t1a11 Col\llb1• (e~) a,dl"O­Autb.orit1"~ stl.)41e• on thft f&ttllu Dia (Puittto Rico) •Jill,,.., wn ~- pend.in& fwtber deatp work .. Mr. IC, s. Path&kt lrlglner• tna Attache tor the Oovem.nt o-r India, couul.ted. vtth ~ Branch a mmaber of tlJIM on ~c pmblesH a~ ._. Dea before hi• ~ t• :tau.a in loveaber 1966 .. In add1t1oo, tbe Branch pro­vid on•tbt•~ob tn1n1ng tor ti'ftt eDgtueen trm othel' countries IID4 vu bt.>•t to t1'f!8 foftip obael"Wtn and 23 tontp vt•J.ton.

'J>!.!!f! ~a ~ ~tlet Wo~

Stu41•• OD• 1:14 a041A, mod-1 ot the 1ov lArte1 wtle"t wrka of Pot"tqe Mouutau d~t ah.ow the nxc~ utve-riq def1-,c .. tot" coabinatlon provldg a relatlwly s~ and. etteoti• a.vie• tor fl.ow control aiid -.rs, cH••.tpatio:a. !be .rtq deflector c<m­trl~ 11pit'1catl.1 to aara, tUM:S.,at1on. Battle pie-rs do,m ... at'l"l!Ul ham 1ibe 4etl.•t:'k>1' Uld a vetr at the dafmetrMII tulinel portal cu be added later to 1Japrove eara,y dlpipatton. 1t neceaau;r .. '?he •~ ot the atea1-:u-,. aect:ton :equtnt dowutrea ot tlW ·va1w• ,.. dete:rat.Dil4.. Blp ~ting Pl"ff•Ul'e• ven ••Ul"Od ou ·t,be. vaU of tb.e lJ.Mr 1n ~ i.nlp:Lnpracntt a-. of the Jet and on .. upatrAll lace ot tae nq ddlector at t'be cl'OWI.\ and 1nvert. Pm•• alU.'9• OD •• lip rd the 4efl.ector -- •li&btl.7 WH'tmaJhffic. Ko Ullitona atwltaneoua ,ealda,; ot pre••™' at 1d4elf HJ;IU"&tecl veu oc~ o tbe 4~ ~. A :rectnNlAtiq ur •vPPJ.¥ \ucnel n.a 4~ to ~14.• GMr atao.apl:lenc ,nuuna within tlw cone• aa,ed J•t u ftl1 aa iQJ'atnu\ ot tb.e ~t at. thwt VIJ.'¥1tt• lfoMJa .. ~ri.cal o,-ratlon ot the val.vu ia not ftca&liltMM. th• 4-111\ U.ct,,u,p of 101000 ~t• s-r ~ at reMnoir ~ion 2l2S vu wr1f1e4 b7 ._ aoa..l opeftlUou,

A l&bc~ repon vaa prepal'ld to't' the fffitiN tnv.attpttou.

fate~ Dea §Jt.;us Bul.7 ln n6,, a 1.i 16 1cale model of tbe Pattuu Dia ap1U~ wa., eonatNOte4 1n the labont.or.,. !be d• 1• an uiniq atrueture 1n Puerto Uco &ild. b.u dlacb.ua-4 aptllvq now o~r tbe 7ftl'S that baft caUMIA •rlcus •ro•ioo in the rl:M:t• lnit1&\ •.t• ot the llOdel •.-i.s • maaber of N9111ou in the •tUlW1' etrw:t\U"a that ·1f01144 provU. ~k capacity IL'P4 tuum tu tetety ot the dla. b aoclel will be revt..a .acord1J111¥ am te•ta will problb.1¥ i. ad• eu-33 1n "'8.

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St.mtb.ol'l'l J enata•nnc tnt hall bllarsdt ... ure. tlcw i-.Jec"tion •u:rse vave on hJdnulic tDCde1 o'f paptq plAnt ~. 8•1513~

21

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'9r.1e ~1~· &mthom (!'al) ~ B1*a &alter 11<!0laoe c .. toamasu. Cbic-0.AS (11'\lCe) L\l Vehbi B.Ugi

1orw!Je Ob~rren.

Chrinoa A. C. Koateati, Mob...-4 84: Putdu:a:r ldprd. da C\d.a Jlachado Coia'b&t.on Venk&\1'111Ul Mabl11•114 a.an Mutt

~"'~I!! ,:1a1~1!

J)qaSbla Paul a. lobett• W.on SollM Pinta ~ KiJSOa1to ~ hul4 Pokbrel R. I. brid lalttnt!n mu.atb& a.,. Malhotn Mob• 1 Id H. Mllt1 tarloa a.1N&~Ul.o 11eoi..o. c. ?Oilmlidea :or. tug. P&Ol.o .. rt&ebbi Luo.14 Vub.lngtoll lb". 1. A. Spenotr Slllf.U"IOQ lt1t o.11•~ Jni. A. 3. Jta'QdkS'fl J'w• A. hohalMla ~ ballll A1met xac.a nr. a. t. UJpal. "· ... .........,. Dr It 1t t 11\u'ei :th:'. A'blll4 Tuaf.D SUdu AU.ah lialdltb

1.h&!laDII Turka7 cnnw T&l,,. flarkq

CJ'pl'U.I t~ Mo 4e J'aDl!lh'o; lb'Uil POOll&,, Illli& Atahantat.an

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1b1a eentoa ~•Wu uaariptiw Jllderal a *9 pftMDt roeuah •tll41•• Md "- proj«.etecl Pl"081'1111 tor the Jlyd.rt.uli«. llflllch. Nueb ot it WI prwplftd upon ,......, ot b1pr ~n.

A. OuU1M ot PJ:OPOM4 Propu ot Vatw BnO\U'Ca Bn,1neertna Re--.reb, lfJdraulica Jmmcb,. ftacal. 'l'ean 1968-1912.

a. 111dftullc llea.ucb ProJects ... -Accdllpliai.tnt• 111 n61 am Proana tor ,r6g.

c. laT&Uw Jut1t1cat1on tor ft$ 11\1.l'&l41c Rtaevch ~ ..

n. General Inven1P,Uou Contl"Ol Scb.edul.e.

1. c~ oa 8:1pifieant Dmtlopaut• in ~~• lteoech ho(P'81l nurtq n61 ..

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A . OU TLINE OF PROPOSED PROGR AM OF WATER RESOURCES ENGINEERING RESEA RCH

HYDR AULICS BRANCH FISCAL YEARS 1968 - 197 2

HYDRAULIC RESEARCH SUBJECTS FISCAL YEAR

REMARKS 68 69 70 '71 72

I. EN ERGY DISSIPATORS DR- 188

a. Hollow -jet valve basins 1---

b. Vertical stilling well -C. Type VI bas in

d. Prototype studies

e. Sudden enlargement - ,-- r ·· t . vortex basin I g. Nar row deep slide - gate basins --:---

2 . GATES, VALVES AND ORIFICES DR-191

a. Air demand "

,

b. Hydraul ic s of slide gates ........ c. Orifice controls for automatic gates

d. Gate seals -e. Butte rf I y torque

3. PIPELINE AND TUNNEL HYDRAULICS DR-1 86 a. Surges in pipelines -b. Resistance coefficient measurements on

op erating power S irrigation conduits ,....-

C. Stability of submerged conduits

4. INSTRUMENTATION, DATA ACQUISITION AND COMPUTER TECHNIQUES DR-189

a. Ins t rum e ntation , , 1//

b. Computer techniques , // 1//

5. FLOW SURFACE PROTECTION DR- 203 a. Surface tolerances I b. Cavitation tendencies of free jets

c. Prototype observations

6. OPEN CHANNEL HY DR AULICS DR- 195 o. Inl et and outlet transitions (Prototype)

b. Riprap studies /, /

c. Analys is of concrete surface roughness data ......... I -

I NOTE S:

SHEET I OF 2

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OUTLIN E OF PROPOSED PROGRAM OF WATER RESOURCES ENGINEERING RESEAR CH

HYDRAULICS BRAN CH FISCAL YEARS 1968 -1 972

HYDRAULIC RESEARCH SUBJECTS FISCAL YE/..\R REMARKS 68 69 70 71 72

7. INTAKES, ENTRANCES 8 TRANSITIONS DR-204

a. Drott tube stu dies /// ! /

b. Hydrau lic s of in takes -· /

8. STRATIFIED FLOW OR -220

a. Bibliography •//

b. Effect of res. geometry 8 tributary waters on temp. stratification

'/, ,,

c. Det ermination of selective

withdrawal techniques I

9. AQUIFERS AND DRAINAGE DR -133 a. Salinity displacement

~~ b. Effects of permeability ( Dra ina ge )

c. We ll screen and casinQ Ljrr,,77, ! I I

10. SEEPAGE ·oR-206 a. Measurement of seepage losses ·-~

11. STABILITY OF CHANNELS DR-132

12. WATER ME ASUREMENT DR-221 a. Evaluation and Exploration

I. Radioi sotop es ......... IL General devices , ,

b. Interpretation of various techniques

for Bureau needs ,

Acoustical meter tests I

c. ,---,

.

I !

. __ .J t I I

NOTES: _J

SHEET 2 OF 2

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I. Ul>lWl'LtC Jll8l,tU'OI PJ¥l.tlC9

i. '1l*ra nt;••tat.o" btl'IIINtl.7 bf.lb, eMl'IV torna in tlOV'1na •in haw al-,. btO ot ooncem 1n 'the d.ffi&n ot ~t.c struot.Uftll. to .rf'ec\1ftl.J' <.?H• t.a1a or 41••1»atit thale exc•• tone.a betoN tlae nwr is 41~ tato •• 4.0WJ:latrea cbamral, 1• or.ta ot the pe&tnt .,... ot UJS4Ml"-; . tal"7 ln d.ea1p.hag vatff coaveJUc• ar•teta• !be ob3ect1w of th.ta: l'1tMUCb 1• to 4...,.1.op tor pnenl ue tb aaQJ pou1ble i,,.. of !

•llia'&r 41aatpaton, 1ncl1J41.ag h141'11Ullc .j\lllp, •t1Uira, wn., hlpt.ot,\-·t,pt 1t1llina bU1lll, tup lnlcke'ta, au44R e1.al",-.ztt•, pl\10.p ' buw, Dll li>affled. a.,rou. J7 4.mtlopiq Pd ..-"11•1111 tun , n~•, Mure 1&borato17 d.-v.lcpillltal won on 1n41:ddual •true-·,,. t.un• v1U be a •tn1... \

874nul.1c Jwap ttiUinc buina U1e a. pJ'taarr ...a tor ~ apUl• vq. el caaal ~. ftw tnu ot bf41'&ulic J'IIIP baatu baft .. 4~ am ~a.i •o tbat ~ 87 M 4Hlsa,ed frn' ,aoat ccm­b1Jsat1ou ot u.41 bel&ht ot t&U, U4 unit 41acbarp. J'O\U' otller tno ot uercr d1••1pators have bed 4eftlope4 'ft»' ue Vben ~­Uc Jvap l>Uiu &N bOt t.uibl•• !beM 4i•e1paton are l'Oll•r b'Q.cket•, 111pact ... t.ype bUJ.u, flip 'buotrau, arxl batned &pl'OU. s,ec1a1 ~ nilliq baa1na au.on u ffrtical. atUUq wu., tt.u1'>tne ... tne, .at fNl.'ldd Gllu"~i, u Wied. ¥1th outi.t voru con­tJ."Ol.1«4 by go.tea u4 'V&l.,,_, ue be1n.t d~. A Ml"1•• of propna report, h&Ye 'Nell 1••ue4 on Y&riou ph&Na o'I the cmtraU pn:,pua.,

~ uae ot nldtm ~nt• 4owu~t'MII tn:ira ptu o:r val.TO ott•n u ecortcaloat aol.ution to Qeeitic tnnallationa it d-p bJ' cavtta­,1oa cu lMt .uatnat.ed or ftductlll. "1tata ..,... nn4ed to .-1\Wte aobw• vber.bJ cavttat1on •ttHtt an: laimldled l>J' u.tq •Udd.e ~ta tmd b7 t4a1••lon ot air, J>nip ~n to~ 4.ter­atm.1t1 ~ ca'fita'ttcn 1~ u4 PMnl. pertoJ.Wme• ot 1,-clfio tJ»e• of ecmt:rol d.mc• DQV1d 'bed~ to'I p111ral ua•· !h14 cout11luiq Pl'OIJ'III vill lHt 41ncted tov&1"d co,ap1at1na tbe ~ollOWiq 1tau;

a. aoUov-J.-t fflve •s.u b. Vertical. at1]J..t.q veUa c.. SUdden ~ta 11. P.rototne 1tU4iu

~ccs.!1•1HtA miI liQon.to17 a.port lo; 114•513 eovel'1Da tlw •WU•• ot the C&UN• tor d•bna 'fflq 4NW into • boUOV-J.-t. "Nln ••llliDI 'butn u.d. 'the

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:prc,posad modifte&tiou to apec1f1e bu1n vu 1aaued. !be 1D1.t1al. i,bue of the teat prograa on vertiu.l atUl1ng WU. vu ccapleted. A report on a •w14en enlaraemeut ener&Y 41•a1pator located 1-41• •tel.7 doviwtna ma a buttertl;f ftlve,,.. p1"41l)&nd.. St 1e• on th ~ VX bu1D sua-•t.t IIOIU.ficatt.ona to reccMend.ed ctuip Pl"O• cttdu.re•J a report on th atudiea and the aodJ.tied deaip procecSUl'U vu prep&nd.

§!~.n68

Pl.au "1ll 'be t1Ul.1Md tor aeuuring pna,u.rea and aceelent10!l* on the cutenall or Y•llovtaU Dia outlet wrb at1Utng b&ain at d.esisn 41,chargea. A repoJ!'t vill be pre}'llft4 on ll&ffO'lf, deep •l.14e·•te •tilling buina. In•at1pt1ou on Terti.Cal. at.Ul:t.na Yelle vUl conttmle. !he p:ropa tor 1natall.1q imtl'Ulelltatio and obtain1n, pn••ure, 'Yibration, aDl1 8\Q'ge MUUNJDenta in prototn>e u.rw cU•eipaton will be cont1~.

2. Oatea,, 'f&lve• i and OrU'S,cea

het.uentl.y, cavttation and vibration in ptea am nl.YU can be pre• ~ tbl"Qup adld.asion of air. ·!be required ,11e o:t the a1r ~nt. cu • dete.l'lld.!>4d tor cues in which a h1d,raulic jump to 1n the 4C'Jll'llttl'Ull c¢DC1US ~ am tor a fellln.g vattar alU"f"ace. However, ap1rical Ntlattorwupa are requin.td. tor vanoua other dc:Ml8tre c01241t1ona IUCh u Mgh-velocit, n.ov in a conduit. tlov1ng parttall.7 · Ml, aprq dl.'Nllttffa trem • sUd• gate open:ting at uaall opemnp and f'l.cn, tl"OII a Howell- Pl" val • In a441t1on, lDCClel and protO• tne compu1•on i• requtn4 to verity the emplrteal Ntlati.onahlp•·

When •114• sate• are open.t at partial opem.n,a, h)'clre.ulle dcwnpull f'orcee ocew:- '1'.l&t tend to cloa the saw•. !o pl"C)per}1 de•lan the ho1at• ait4 sate• port• to dnel.Dp gate dea1an, that. 1Din1a!.u tha .. tore••, knottledp ot tbe torcu i.s n.cMPr,. Variable• vbich ftq\lire 1aveat1ption incl.Ude :ratioa ot sate tbickuefl to Up ute­•1ou, .a, :tot ~•ae• in tbe wll above the :t• ieat, ea.et ot pte. •lot•, et:teet ot un.ttcm on preeaure 41,trlbutton, and gate .. a1 • loc.-t1on. Data tor apecittc c-• have been eClllpiled fJ'OII labor.tor., am rield. test• an4 are pretented in laboratory report•

tedud<:al pa: n. J\D'tbar le.bOrato;ey &Dd. field iuqatiptiona an noeea aey to •tal>Ueh the •tttcta ot placin tbe sat a at tb.1' tac• o~ an entrance, vi tb1n the entnnee 4 or vi thin the main conduit lteelt.

fl&nd. or di'f rpnt aid..:U.. t:re :ue:nt)3 are uaed dovnatre _ f'l"Qll -114e aate•• Althougtl tbeM valla W,,:, be b«ietici-1. in~ thtt jet, ••v.re •u.bataoaph«rio pna•liJ"'e• and aavltaticn can occur on the eurta<;ea when dive:rpnce •tart • Te•ta are w

\ \

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r.tl!!!, I 6

L&borat ry • • are • on 1.'ype VI stilll buins to 1.llprove pertol'IIUCe n chocked vi • H-1498-134 IA

PiE!'!.l n atlll1QI baaf.u 1• abovn pert ng at dea1

·"~-'ft,e• pi OM r f'Ull.

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d•teJ'tline the Hftrity ot n.p~ive preann• tor Y&rtou. n.tea o't dJ.wrpnce, 'the NX1wm °"ntiq hMda that u. ~••l'blAt, ant dai&Q cbupa that ll1&bt · und. to a-.oid or aiasbd .. lolr-i,n••UN ten4enof.•••

nov paut.ng ~ 1114• gatea to me aurtace tQDJ.'Mth-. ft4Ul.nd t.u rd COll)ltcated trN1.1it10D1ng. '1'b.e tnu1t1ou are UH4 to cbaDp th• --- ot tbe tl.ov croa• Metion .... aua tJ'ODl tb4l pt.I to tut or~ tuuel. 1b.e top~ ot ~ Jet 1• tu oalJ' onit vhieb i• appNOtab17 eerated.. 12l1lt •idea AD! 'bott(a tl.ov •Ul"tacU llUt sn4-.u,. N41rect the new to ·NVent l~·Pft••'IJN ueu traa deffloptq. 8'tltdiu ~ n••ded to ln•ntaine the ,oaa1'b1UtJ' ot utlllatq uraW ntl44tn ott•tt nay- t1"Qll t.b• now on aU atartacu at-. J-1-1 1D ~ton vltb a1aple tnna1tion1nc o the dcml• •tftlll COD!ui\. ~ collf1prat1oll bU the capabilltJ' ot elSJl'latiq lov.pru.-un natou.

Bepl.a'tion ot NHno1r elel'ation S.• b'eqUentl1' ach1ffed ~ ,.. ct apUlvq aate• autollat1c.U.-, controlled b7 float.• in •ttl11na ..ua. llat.n1:un1q the col"fte't pt. opelnp for vvtou reNnoiJ' ltrftla fttU!,rea tbat the flow~ the 1lltake fl"OII tu reHffOir to atill.11'18 veu 'be accun.~ Q'U'Olle4. In nee= Je&n, tia4 orlftM• .... 1*m u.ed tor thi• Ccetl"Ol. M a i,,nlt, 41•-0barp coett1clent• tor orifice pl.aMtJ locawct in 1m'l.lhal eettinp and. tor ciftll1u opminp in pipe vella -. DM4t4 to tllpnmt the cleatp of tbeM &\ltl:lla.tJ.c tl"Ola.

tapl"Offl 1&t. aal 4M1p bu btlllU aid• .,..1 le tb.roqb ...-cut 4flel~ ill aJD\'batio: •tfflal.9 and bead! q p:roctdun. Stu:!iea O'f eMla.t ..al•clallpJ.n8 ~I leel ..,., ad ... t du~ aa a..eded to aid tu dtat.114 tor 1-tter aMltng UD!er 41tticult lti~:lon..

Rdlal. 1&•• ua ofteD •• to cont.1'01 i.•rrolr elev&ticu b7 Nleulnl now ot vat.er Oftr •pU1,rap. attic:ient ue or tbue pw1 ftC&\lS.ft• 'that thft rat. ~ tloV S*Mlnl the •tNCttun. 'be lmoVD to a lllab ecne ot accuraq. !M w14• va.r.t.t,- ot •trw:turs.1. __,.. and ti. a:uMroua ~teal 4~1ou, ab.apt•, U4. 1et'Ullp ot thtt p.iea 1ne '° CNl!lte an lnl'ild~ IWllber ot eet1binattcu attecttna now ate. lllptrlcal uta. to frY1ll ~ theM 'f&riulu tor -,.c1t1c iu~tlcea ue be11'.11..-~M4.

Ar41c1-~ tv.t\mt ~ DNd.• 1Ml.Ude tu tmut1aat1on or ~ n"11n4 to oloM lNttel'flJ val.YU, 1Dftfl-Uptt,m of 'tba etten ot aate al.«n atld. *114• aate 1-,.a Oft the prc:duo\loa ot aprq a, ...U •tt opmtnp, u4 ona1<toation of the -.chuio• bl' vhlch ~ o'L vater nat4t air mw111ent.

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0?911ahd. ~I A~ cont.Sa111g 4uip crtteria tor 4etend.D1q dlachc eoeUtcunta tor avt4e 1V'Leti' or adiaJ.. .,..._. colltll\U'&ttou Ud aptllw, Cft•t abQII• vu et&rted.

A laf.b-bad pie aeal. tat faollity bu MD pl.ac*1 U opentS.cm. fte taetll- pNTW.a ~ te•~ a YU'1•'7 ot ae&1 clop bu 4uipa

cl.tap bu to ...i ... t cl.e&l'Cl09a. s...i. cc:mta1a1q a tlUOl'O• cu'bOa ovu the bUlb tQ ftd~ &U41na trictlel:'l Ma bee ••1*1 to bAtlda or 500 :1w1. ~oai •turU•• ot au 'flmt .1 ... an4 a1r ~ Wtll 1-tel tor Mon'Olr oS.t Daa hwerplat 1ntue ttrw!•

tu:re. A c:cmputer proaru YU nittn to ~ i.t7 of &1J' ~ s.nto • sate· c am aate cbeabv PftU1U'U t,rr the ca.. ot • telltna water .~ tD the r. A npon deaerlbiol then nwuea -. prepued.

acwvi.i ft68

Gate ...i ~1-a, ilteorpore.ttnc ttniU aaa traa eo:rlle:r infftti,a• U.ot\11, baYe 'bNlt. obtaiMCl Uld Will t.•te4• '.fba '4U.te pl SA to o ta1n a Mal *1ch wUl. s-rtoa ututu~ n • 6oo-toot

• Am.lttiot, aoc1.i, and pl'()~Jpe ttudiu oa all" d II Bind will cont~. Dli~im at u.r tlov ~1t1•• crrw a raplcll.7 ac,nJ),I •tu~. I.a .. ,art1&1.l.1' tUJ...s. CO*ll4u1\ vU1 be ~b&lind. 1M .U.Ct OQ preaun 41•u1bla-t1on ot a •n1 Cll1"ft in the com\\1:t u,.~ trma a el14e 11,te will bit JJmta\1ptea. M.ditlanal • •• an nee4ed to ~ kt& tor o:r1ftca Yitll ~ tna am towna\Ntlll »1JJUa prior '° ~uon ot a n;on. !be u.. ot IW4cle ottMta., avq fftll the n.ov located Jmldt.atei,' 4otmatNa f':rca .UU ptQ 1JS fN6 ~ twlMla; '¥ill lie 1Dft•t18i1Md t the

rt tbe ~id! ilt'\dtn ot ui- ,at •UN Md. at.Jr 4--4 ¥ill be i• • - tu vUl be il'lf.,1&tld to .re ~ nquiftd to open pte ftlftl to l'llhCe te4 ~ :n.tation -~ -.u Dplllinp.

Page 33: HYDRAULICS BRANCH SUM MARY REPORT€¦ · i . ' . hydraulics branch hydraulics branch official file copy pap 23j when borrowed return promptly sum mary report fiscal year 1967 bureau

ft.en a

ot -~ M&la ·" beo4& up to 600 teet.

!!Et! 2 0.030-t=h-w wn ccataa ot ....i.. ~..clad .,...,. Mal 1>e1q 1M a-t :sa, t.o ol •tei-. R-D-511311A

Page 34: HYDRAULICS BRANCH SUM MARY REPORT€¦ · i . ' . hydraulics branch hydraulics branch official file copy pap 23j when borrowed return promptly sum mary report fiscal year 1967 bureau

roJi*l' locatiioa al th-. •tl'W.mll"U to pft"fltAt. nr-ctna 1• a 4QIIJ1AtX » bl.a. A mputfl" progna to ,er.ton 'the te41ou capJtatton. bU bat.a~.

~1cal ual.pt• ~ ~ ruinmce be64 loaa don not caa­~ uacrtbe· oor 4Att1ne tile eoefficlenu ~ "° dddll

11M ~ •ter ~ atl\'I.C't1INI. la d.••D1a& tta. .i .. , tbe pNd.Clduan taotor 1• the ._rot tu t1uS4 at tJOl.14 \11114&17 ~. tDCl'M.M• ox, 4eonana 1n .u.rtue ~ cam bJ' _...~cm~~• ~11'1& ehuae :tn boulldu7 OIIU', the •1*8 Gd t Of the ~ t1m1J ~ OJI tbe ~ or p:n41diou ot tbe n:rtu•· ~. ~ ....,.._ ~• on IQiw.u coolll.ltl ~ tbe ~ con-.lnioo. NtWto taont1 ~ valuila of wr.fUe ft91a ... · J.oea. !beM ~ -. »art ot ~"'* nudla "1,q cODO.w:ted to p.nrri4e «.tlS. ~cal.

In ~1 wltll ~ awctt.u to &cbl.,.. ~ nrtaa bl plJe and ~* ~c loa ....:l.uatim teclm1.-a IIWR be ~ .. ktaUah Nla\iw .. r1, ~ vutoua ~.

•!!Bl!~ ffil A &WW eorrtJQ.\ -1.n tor 1h p1pt11M ~ JI04el ,... d~t inatal.W1 callbl!UIII!., 1!b11 wlw ~nd:ta Uld.tOl"II. illtl'9MDU .t UIC!IU'p vi-th na"" to \1- *1le opmiDI o• clo.S:q th9 "*1•

o-Mr .,.., .. \iMa tra1 300 tio s,.ooo NCCalh. ttu.aa. -. II04el «upU-catea . ~ nor Md llu •SIIPlltied ~ 4a\& tor tbe »l1>11-. A lw .ws., <4 tbe -~ ~ Md. ~c l"U~ with l'ltll*l\ to U. bu ••-,,. u,. t1MI 1.a~ ao4e1 tor 'IW1.ou rate. or ~orad\\J., n1una. ._ 4ata ol:ttatlMld tor OQe tU.llng tlM have 1-m WN4 to ~ the call• pt,lt4t1" , uct ucelJ et CQ'lftlati bu 'bMll olrta1ail4 t, · tbe fil'II .. ff ,.~ Of .i.,.,. '*· A ~o ptrton1-. tat Of nort::bel'll •• ot the C..U 11ffl" AfJ.Ulll\lC't ,,.. ~. 1b1I 3,..s.ltl•lclGI qtt.- colltalu tO\U" ..,sq planta, tCNI' nrp tau., aat 1mt J11atbu ot PNCUt ~ ptp,. 1'lilla vu. dbtalDlii ft»:-~ ot 1Q4nullc Mott coettici.Ota ~ ~ 12•lnch• :-~ 'J'8..bob~r pipe a, JeJllQla ft of 2.0 X JU' to 2.6 ~ J.U""• ft-14 '4ttl ~ ot IQ\tn141 trtaUoD ~ _,.. ~ tor a 10. -,,...U.•J.oaa ftMb ot CODCft'Ce•1J.llll1. C1-r Cneit fllmaill. Vbiah bu * ~ ~ot .11.,,.-. ~n68

~o pertOlll&IICe te• u,--~ ~ QIJMII ot tlwt CUlcllM liur wU1 1- ~. ))a.ta 4-ri'ftfd 'tllenfl'oll

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711!£! ,10

• n.ulic aodel vb1

... TTl'..I.. lA.nat~ of ao4el

33

Page 36: HYDRAULICS BRANCH SUM MARY REPORT€¦ · i . ' . hydraulics branch hydraulics branch official file copy pap 23j when borrowed return promptly sum mary report fiscal year 1967 bureau

v11l be ua.lped. U4 c~ vitb ttl. 4&ta a.ad ~fl' pn41ct1ou. kocl-1 Ota fO'J' & YU'Ut7 ot CQM.\d.t l.eD8f,ha ~ ch.Ck ~ NJ4 tor nrp taaa repl.Mt.q ~ at.u¥ta rtll be tabn tor &Ml.Yai• b7 ~ PJ'OP"9 tor tl1lt auerat •turl7 ot aur,s.q ..

11',\raalie trl.ctt 4ata htD ~ l&rp conenw-"'-4 woml • wtU 1-calJUd 1144 re,orte,.\ ..

8tM&l"Cb or •te114¥ u4 WU1t-1¥ tlow ~n• batruat ~ticm tor lffOrdiDI p:rooaatnc •• u wn ,-r1oa.. or t1.... 1rin~•-t1CX1 tor tb1a PQ'POJ14 1a beiq d.tmtl,oJe41 ~, ad iaproYe<l

'lffllOlllllt' a4 CU 1Je ...,ted 10 ~de ,-CJ.H ~U. s.l.Mliob ot ft~ tutNNltta ia partl1' COl>.trolled 'tq the •tbod ot t1av. ua1,su. lotb 4111-1. U4 ualo1 Mt.llc>u an UHd. tftlus., ti. P\U1ilOM ot tbl• p!'Op,lll u to RUll7 llOduD ~u am ata ~i. •thod• o taprove n..uch Ul"fft\1p.tiou.

~~1.w.1!67 A l~b•llNl ...... Uc tafe .,.~ ... purchUe4 ftrm .. COllpltitJ:ye bU.. !be ._ tl"f,U}1Qn capable of 1% cbURAl• or ncOJ"d.1.aa bu ......, neord/ ftlt.l"04VC• a;tUft•n· •J'RIII oo o,-raq at •u •,-b hm 1·7/8 to 60 • pa -=on4 ut :ta 8',111H*l 1ait1al.1¥ tor Oll11' l.•T/8, 7-l/2, 4lil1 30 tpa. .,.i. VSll UIP'l'Cmt ..-.t1\7 ..u.:c;,at ate. l)l'QC ... 1D4h

SJ.anal COOU\i~ et.\1,S.illellt tQ1! 'botb &-o. IID1 4~ opmltJ.n& trauduc:•N -.. •tui.U.414 u4 ~. '!be Wt~• v!U pJOY14• t,sp-,.n •lp.e.la 1;0 'bot.h dinot; vntina -1 . ....,.t1c tape data ac¢utlon ~.

St.u41•• •nt ..._ M4 pi.n. wre dl'&Vl1 tor a ~wrtt caUont.t qa~ tor tnuclucen. '1ba t,pl~ t.o be ~ .ta a co••rcial. n.c:k ot •tal V1l.l NUil tu apee4 of iu~~ion eal.1\,atioll tor leort.-

rt:7 .~ ...

·~1"01UO preQUl'lt NCO:rdiD.8 imU\alllta lMft • ed to:, \lie 1D muop ~ in *- CUll4San 11?/ff ~. !'be atrlp-eh&:rt ncor«en h&'ft Nl&U~ l.ov ~ n.-:pmaN, l2•Tol.t Uerlu to dl"lft the C1lanl, ,u,. ~, and. u. &")04 tor Pft•Uft MM\U"e• IU'b in 1,-l 1.,.. uv1 4tatn~loa -,.-. ..

tutallaUoa t4 ...., cmvol em nWJ" ~ tacus.,1 .. wi,a •

HW u laborato17. !he tacW t• replace 20-,-r...ol.4 4"10•· ~ ldJuted, opel'lltton ~ .odel• &ad rec01'd1llc of

cl&t.a W'lll 'be JION ctttc1at. laote <:Olltrol ot tta. ~"4111 f1"Clll tbl ~ v1U illp:roYe opuailon aa,. Nctuce tile t1M ""'1N4 tor caaple-. ti.OD fJr tlle R\ldJ •

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.t aultipoiut te-,.ra,ure MUu:r1.q lut.l'UIIIP1t ... pul'O.b.Ued tor •t1aittie4 now •'lu41u. the •ptu u.atna 2, ~ndator-t,nt prcka hU • 41ai'kl <Ntpl,rt. The tem,plnt.tw-. probe• aw •o&mM4 in :rotation uc2 \M diiital ouiput t• NOOnt.4 cm prf.ntt4 ~. The .tynU WM purebU•d att•r et\ldy of theraocoupl• •rour., U.nw.cie\er an4 q•rt• thel'IIIC8tteJI 91Staa,.

Studiea wre ade and pnl:tldm171'4¢Nllll:lw ftN det•1"111ned tor ~ an undenatel' TV •)'llttt • The .,.atu tDUld be valuable in labontor., stud!• tor nni.Qg tM t'low at ptpt trmn:a.<J , in JllQd•l 4ZU't 'lube•, Ud. in stiUu, '-'lm. Jtecordiflp 'by video \ape would prodv.t:e l'OCOJ"da O'N?' 1111.Ch longff periods Of \be 'than by -.a-1.on pbotoaNPlV'. The aywta II0\114 alee oe Wied 111 field artudtea.

Studiu :rela"t1tti to a rnl-ita hybJ1.d OQl!p\lter t~ e,a\ea wn o •W ud a l'fl'POJ"t &DII pffltllf.nar., req\ldta tor pn,po1al wen prepared. The :report and tbe J"Jlqllfft tor propos&l wre combined with o\ber au\ 110 data prooeaatna ·ut.,-i\ •t.udte U4 f0l'W*l'de4 to w .. bincton tor rertew.

Soon atte:r M7 l, 1967, ill J.r/fl prccruie •n convened tor ws• en tbe COO l600 at. ISSl. roRfJWI •niaal• tor tM Ol'JC J600 wn obtuned tor qlmten and DO probl._ anl.ope4 traa thloonftre1 •

A 8J'lltn of illdextnc and doo\llleln•tton ot .byd.nulio Pl'OIJ'Ullt.,.. adopt.114.. ~ are iad.eud under pl'Obla. areu *D4 'U\e· index 1• updated \bly 'b,r • OCJIPl'MZ' pqraa. A COIIPUWl' Pl'Ofl'tUI ta 8.lao uecl to doclJIIIJ:I\ aubrou'\f.nea 1n the •Ullltard tomat. file indo~ docUIIIOtation Mke the ftl:t~iu ... ti,. tound and uae • The aJatG hU prow11 popuiv and u 'be ~iftl7 ••d b,Y eqineen nthin the banch.

asbl491!4 UM ti. ooq,l.ed.t7 or '\be innl"lalmte, t.ina ad• d4 u.ed io thtt i.llttr­ftlated ft•J.u ot • iuae, Meda nuq to dtr\ ~ uutnl_..•. AD 1afftre4 d•~ttm d.e'd.o• tor• Jw•t..•kint 1111•11• lldcbt pl'OY14• • ll8UII t~ .... ~ \be tlu1d Gel!'O' cODhlllel la • •tilltn, bUln or tor •UUl'1.a& \he wlootv ot a tloldnc tluid. Tel..,tr., syatea tor IP&C• M1' 1-w • eounw~ in 1.hl! control ct an irriptf.OD pte. IuY..U.a.t1oa.e a:n '*'-U7 to ltun or tu av!lability ot the equip,,, .. , and then, haw to apply' t.he equtp11ent to \he nub or labcrator, atu4i• or field atl'UCt\lN • \ton.

~udf and work Will ooatuiu. to lftd• \he equ1 ot and inatr-.tnte UM S.n tbit labort.t.ol)t. The apet,tc tt.»e a.,_ta wUl be •t.ohed w o\bar a"N11*bl• c~ tol' daw NOCrdf.na and tnquency Q&lpi1 ..

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•• • lo•

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31

Page 40: HYDRAULICS BRANCH SUM MARY REPORT€¦ · i . ' . hydraulics branch hydraulics branch official file copy pap 23j when borrowed return promptly sum mary report fiscal year 1967 bureau

Comp1ter t.chll1q1Mta v1ll be contt~ll:, ewl.ua'ted. to obta.tn •n•• u.. ot the 1.mtNIUta1.1 • ComJ'Ol ot IIOdel am la'bonto17 J.mrtnwamta-'tton l>y c~r vU1 be atu.ti.i to tnoNUe tbe • oft data ac al-t.ion and ccaaputa.ti of naulta.

~• 1J1 spill...,.• 011tlat won.a n\lJened to hlati-wloei:t7 now &Ut be protect.-4 aptnat 4••• b7 cante.tl• el'081o • 1ftll• ~1 •7 ua ~ :tom ot Pf'OPIJ' ~ e 1pra,1on to t :flt&tioa, clote tolenA • ad atrlDa*nt -,.oJ.tict.'1 n,utiq alt••• •urtace tutun, protect!. b7 &dai ttta, d.r t.o the C..S. \7, cw ue ot •terJ.*11 nai1taul\ to eavt.kt1oa cSNt.11. A tboroup ~ .. ot cart• tat1ou ccS.•• ot varl.ou ~ • lrrel\ll,antie• 11 M to 4.ter .. lllne ao,t ett•cilw am least expaal1na •thod ot conr.ctJ.q or pro~t tlav 1\arf.c••· ot tl:111 botde4p 1- p1Ded 1n tbe luontory in h11,b-ffloot 7 :ter tuta. :tai,,- Joiou, b! # Otf .. t• 1 al.Id dqreNi C be placed Ul a tu 8114 b1I wbJec:W to t -veloclty nan low r.NUN•· !!la n:r.-ve1oett7 c 1Dat1arlS tiat prod cavtte:tlo can AetendDld tor Neb *l* te•i.1, and cavi1*t1on iadel: val•• Did. 8tlJdie• to At. ~ ••tablltJMd a\'IQll pal'Uletert tor H'ftl'lll ffNt ab&pu »ro­t* into t tlow.

botlr$.ry ~r thiclmeo t now attecta t1aw fl.rt; -4, the..ton, -.ff • ~ O.Yi 1rreplarit7. hovllld91 ot n •\ 1 ti.u'O\l'lAl ;t 011mdar.r laJltr rteL downn,... tnm tea an4 valve• 1• proper~ evalu:te ca'litat1oa po~ialA ot ·onai irrq\&lariid.e•·

Af.:r .n\raf.Ncl tD tl.<>Vlq n-r act• u a cntabS.CC t :t. tbe wet ~ion ot CATita\ioia. In U -~ WW. dr _. pmJIOMl.7 Mlll\'44 to u ll'M ot ct.Ylt&U d .... (Gnat COl4ft outln Yf)ffl), tba d-st poteUal ... el.SaSm:tc. Mon Wont.•tc i• Med ut t of .tr. to prevoa;t • er 1.ntrcd cine ur into tu at , am tu optimal tor •ir a.411W1o •

i-tncb•w14• bJ' 6-1 b-.decp vat.r vith Ml 1.-.111 •14• wb4on w.a Nlla'blllta.-1 tor t cad\&ti •

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t.boratoq atmt.e, will 'be aupmt.S. becaue ~ more VJ'llllt vork:. ObNn&~i~ tMt 111- 1n b7dnulie atnaioturu (Glen Cu,oa and t.Uovte.11 . ) Will be 1194• u opportw.\ttiff &d.M.

6. 9P!!! ~l ~1U11c1

NinJwm heed lo••• in mmai. and eanal ~• tor Ibo tn.upor .. tion ot ifflp'\S.cm vatar an .... ntlel to u. eoODCldcal and efficient

open cb&m111tl tl.ov qatea. Iffiplton c&.Da1 •tru.ot\ll'U 1Ml • 41'0PSt tum.wt•. vu~, tmtrcb.t.tt.a, cul:WtJiU, tnus.ttona, blturc&U , •1d• channel we1ra, am otber •tl"'Uetu.re• 1. .. a. ~11 •~tend. Ve:ritication ~ ao«el atu41e1 vs.th tield tuts en a il>ltr ~ 1D.U.T1• dual 4eatpa 1• ff4\drer1. Whelleffr POl•1l't1-t the d•tp aboUl4 slao be tm:141.ed a~S.Call.7 to develop t,tMNl •tbcda tor uaip CCIIIP'l• 'toationa.

Field. meae ta indicate that pftfMtl1t dea1an proced\U."e• u. not entlrol)' ad.eqUl.te to accomrt tor .rt.et• ot alu, a'U,DW•at, &D4 &(datic 8l'OWth• o the now eapacd:ty ot iup eaaal •· !ltlll ~ ... •llt• wbnautu.'*1 t1el.d npom ot OJ,1ent1oaa1 41fflc11l:U•• am -..pbaaile4 tile · tor 1'9.-.rch Uld. teattq to 4-ffla.P ~ •'\bob ot detend.aing tlov xw1,~.

!'be uteua1ve uae ot upatreea w.ter aupplt•• i... renlt4td u •xcea,S.ft Alt nte:r in'trutoxa am a muc'i1 1D '\b.e t',1Ut1t7 ot ua'bl• huh wat.r &ftilal>le ta eatuarl•· tal>on.to17 •t.l.tdl• river ~1cta Md t141J. ,n.u.t.m• 1n •atlJar.S..• .,.. JIM4ed to deteat-. Mib.od.11 lo 1)1"e'ftnt COlltul tion of fft r1Ter vatu b7 •• w.t.r t,nt,:qiou.

91e use ot lull p-,t.q plada OD acme B\1rMU ,ro.S-ct.. bat. b~ UJ ~ p1'0bl ot de11 lD& the appr eh cbemtll to coate.1· \he bont vaTe or •u.rae th.a• vill 'be p,...._ted tt the oa14 nctdqlJ' •top. A Jmowl.ect .. of the cel.erl 1 Ud ll'O"'tb ot t H •\l'J"&U i• MC .. 111.17 to Q~ &n eftMt1Ye 1114 fleODCmlcal M\h ct NdVc;1ng tb.ell' -am •• (llllo ... t:)1).T5').

b de111'Q ot rtp:rap •tu aD4 thickmu ot a ripnp laDMt tor1*\ ud baak protection e.ptn•t 1cour ba• 1*m. • dlfflcul 1roblta ror ND7 ,-an .. lxman.abll', a~ or thlllb or an, up1rlee.ce raotmi an be reaorteit to 1D •~1D.8 to •o1...- th!• p1•c)'blell. IAbomwq nudie• ~ tJ.al.4 in'tN\il""f. an DNdlld to dftlllop critem v;oo wioh tu deal,111 ot rtpl'II prot.e s. eu 1>e --,..

Mu.re ... ru;cb ..s.. tacl"4• tmt.ber wrlti .- ot ~ wat. nnlt• Yitb llll&tNntd prowtne swul~ on culverta, \l'IIQtUcu, dn.,pt I an4 U'm'cat.iOM •

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Ago911>}1!Dtt1 nu DaU. coacfl'lli"QI c..i duip tlow oQUliJ' u atteo~ by •tN, a.Une­• -" ·• -4 14.v.a\ic powtbtl wch u Wffdlt. atau, olull, au4 apq• have bed npond 1n l•ohDloal Md:lonocltm IO. 661, published by the Teoh1lical ~riDI ~u 1:Nnch.

'1•14 and labontor:, data av,.,1~ 1.o .a.pon llo • .,._,21, "Mro­dJMsa'lc Studt ot Cona1'et4t \l!'flt.oe ~· tor Canal capacity Profp:aa, .i "" u.alyu4. !be nport duortba t.he re.ul\a ot • cl.Med-oom\d.t atudy ot • oonorettt INJ'tac• to .... un tu •vt.o• ~·· P.by111cu, wloo1"7 dUtrt'bldton,, a.114 •hMr NUUl"hleni aetboe wre utd 1n conw-1&\Ui phpical ~· an4 tlld.4 dymud.c J'CIQlhnl••.

1-i,ol'ta No. 48,, 8 0atll Capaolty St'1di••--· roraatto b7 Brl4p PJ.•.n, " an4 lfld,-57'1 "'Ai'\a ttm ot $urge lal'd bJ a Side hir bl• Tn.pelO!dal Chanxaal,.. wen publia1*1.

Lal;lorato17 equ.1,-.nt. waa Obtained tor t.bl inftatJ.ptiOaa t.o 4eftlop criteria toi- the de ten ot tiJ)rQ pl"OteotJ.ou.

tut• ure comuot.d 1¥1 an 8-too\-dnp by ~-too\-w14• b7 ?O-toat-1 tlWDt 1n 11bich •ter tlcnd und•r a baftl• pt.• ~ vertio.U,, aboft &Nftl ple.ce4 tn the bot\om or t.he tl'WD!t. MeU\tNll!mu ot yelocit,' Wld•r the 1.t. WM•• with the PNtldtl Tube aDd :relate4 with depil'l of our tn t'OWMlect anm ara4ed fr(.11 'J/4 to 6 inohe• in di wr.

lsW\\J.d UM fNU will be eoats.m.d wsiuc cUttttem •1 ... ol umton ripn.p am ot P"*ftd ri.pNp to rela-t• the nw or tlow ot w"r .er -tbl pie wit.h the atabl• •1M or dpnp. .,..~ta ot d:t.curp Cid ftlooit, WM!er tbe aate, •iae -4 •hapt ot rl.pnp panicl•• 4itt•nnt1al hea4 acron U. battle, . 4-p,u \ll*tl'eUl &114 4owanna ot \hi pw ;,111 w a4• NlaUODMhiptt termt.ned.

Md.tUonal C nt• wrtaoe l'OUpDNI data will ... ~ to deWra:f:oe Wbtth9r & J)J'OlftU Np0rt a lftlleZ1tal \0 't or1iin&1 repor\ (ffld-,21) ahcm4 be iuw.d.

Cb,uactonnfAa ot new U&rouch e1 crcn-NOt1ona will be atwtted.

tnmou to JMmriocka OJ' ou\t.t ptpM are noi,aelly atreaalintd u4 tat.de u lvp u prac'itcabl• to atm.mM eanz1C• lea , ~ pcaltiff pnnurea t~,, act PNftnt toiw.t.!Qn ot vort1o• w.bioh -, nduoe ,a,-oltr Md mtl'Un atr, thUe •ntruca ue enc equipped wl"h

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"bUlkbe&d aate• vtucb. cc be clOMd '° wrate-r tu coosutt o,r no,~ now 1A ca.Ma ot .. rpnc,. 11w 'bip a~ta ot -.. .. ea•• an4 tftall .. ncu .a. UM a.~ hiab coeta ~ ~ 1&rp o;nlnp aakft 1, d .. ta'blM \o -.p U. o,tninta equli,aeat u wll aa :voa•S.ble. Optration o'l ...... a.1. exS..uq •tn#t\lfta .iaow. tba\ ~ beM. lOII& at pautock ~ la 'fttJ'J' ....u, am tllat FN..U,- \lled -'l'U.Ce .1 ... could couldeftll~ ftd with oo lcH la »-rfol'IIUCWI. tflNt• an 'to~ the &atual l.o.•• 1.t .-n.nc.s tJt i1U-renm •1Ra ..s cc:eftpatioa. .. w.u v.Ul w -.tem$1 to 4-tor· •lot alz:aJIIUII ftblieJ'91DeU ft4',\1n4 to ~ ~w »re••UNI us pntYem von1 •

~ 1A 4n.ft. wbe1 ma ca.Nd. ti'o1ible._ optJ'&'tiq cban<tter• tatlCJt tor 1111JJJ ~ am ill ...,.. eaaea bu Ndl'1""4 pc al\pU:t. tmt• ot bul.c nov Pl'CPff•iu 1a 4nn t'Qbe1 are utffd to elbdJsate or n4,aee '11a teD!n 1 tO'l! •vrct.111 am to panit • 110re

COllpllCt ~ 1A UldeJ'grtJUal ~·-

studie• ue a1.IO Mlhd. to d.eteNIM '\;be ptdora&aca r4 t.M MVlJ d.e•tped 1,,. ,-, mtala 1'lbow a. dl'Ut tul»a. Draft t ... _,. Hnic• rill 'be encouuteftd cu IM*lt NV ~ tt. ._,t opeaw both .. pap ar,d .. tlD'bl••·

Ac5<!111*!4 n6I A IIOd•l ot • typ1o&l. dntt tube Ql:al. eua..,.. coaa~ .. ve1oett7 concn.irauou 111 tM dratt wn uw•a,taaw am tu ntroi. publtabed ta BQon ao. IJ'!1·'11· n.14 --~ or • tn>J.dl 't\i\rbl.DI 1"\IDtr Wft w.1-1, A'IJ nan\1.U.,, vorta•fx. coafl.aunt1o vu d...ic,.1 tar -1.ti;ple, lball.CV1J' ~ 1alet.a to• aan1.:fol4 that •lWPli•• W.M1' to a~ \11\1'\ 1D a reduced p:reanN eud~nt. 8tu4111• ven M4• ~ a tJP1cal »-•tock enru e4 of t.w tnN ot JJ'Opoa.4 J.w-coat ~1t1.S ~ to ~ c-,.n.t1w w loll••, ,nuua ta.own; &lid ftt',\iftd .SD!.-. ftlaa"IU at.a.

Rnea1'Cll ViU cont.ill'a by' uplortq attecta at draft tuM SU.Pt, the etteot• cf var10\ll ~ 1n tba tube QI.\ ti. tlffeot.. ct • ~ine rw:mer on &llplitme t~,1 or tba anupa. Ponr apte\nl deuit7 ..... ~ ot *tt WJ'llld bl tu dlVt hbe vJ.U bt obta!Dld. l\arll'wr 'te•ta ot,. ..U.ow.1¥ n'blllppd IIUttoltl inlna vUl ,- llll4e 1t a 4•1p ~b l11U.Qllte.l .IIOdifl.O&tion9 -. 111Ca-lJU1 • A. re,on Oil tbea4t • te• will be~' 1• CD tu penat.ock at~ wU1 w contln iio «.wl.cp •ttictat, lov-ca.t. eninuce tor tbe (land. coui... '!bil'd P~. A report tu ... •t.oek :truce a H rill Np~.

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?ii!:!! 1, W..'fll actt. DtU' concrete~ bridge, IUD 81 .. '9, Delt&-Malota CU&l. U,pat ,u. ~ br14 , left al4e d caw.. 1,-D-57336 WA

.. fie!!,~~.

8tud7 of ft"'q attQlJat1m at 1!.de ciwm.1 wtr tn ceal.. B•l'13~ M .

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~IP!'! 1~

i11'lranl.1c model o~ a peruatoelc ent?Uee beina • " t.S. to detemi opttaum prq,ortiona tor V'l.l"iou appll :t.icu, 9d• entrue• b.U a 1.5 \o 1 height to v14tb ntio u4 a coutut in the rec~ to c1rcuJ.ar cm.• aection treMltion. B•1'95·11 IA

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8. Strat1:t1ed Plov

Probleu ot vital coocem 1ft •ter l,Wlllt7 cont:.rol an eec.Uaent IIO'ff• unt tn ftNrvoin, aaU.n.tt7 ot river tlon .Uocateid. to tmgat1on, om. a.alJ.1111:.¥ bt:ruaioc 1~ e•tuart.a. Iner-in& attelltion al.ao 1a 1*1na ,tven to Hlec\iw Vltbdnvill. ot Ntenolr at.once tor cont:rol ot doinurt..._ teslspt:ratunt all! U••olwd QCl'PD eotlWDt~ Ai o•~n tiah ct the rear, tor a111;ple, dowutl"eal vakr uten ~n V&:1.11 wato:r tor 1:rrip.t1na certain Cl'OP• l &t other tilan, cooler WI.tier JD.lpt be DIIOded durtq the t1ab ... ~ aea,on, etc.

A libtlll7 re~ progra com:w:ted \,J' the ff1dn.ulJ.co ll"o.ueb. tmicated ~t scme .,_. ot water l,\&AlitJ' coatrol. ~ received litti. or no at'lellt1on, !bl• 1Dclm• the 1ntl~ ot l'41Mnoiz' etaN'tJ'J' and 1Atake pcaetq on alect1w ntbdru!lll, optill:ull 113.tUe deaip, mod-1 atwlie• ot panitNlar reaervoin and their cor:relatton ritb p:rototn­dat&i comtlation ot tus;pe~'tur• distribution With d1aaolved oqpu in reeenoins., art1tic11J. altel'$t1on ot density- ~t d1atr1but1on in :reacl"Yoln aZld utU!b'14ta, and effect• ot byd.n.ulle 0,t:ntct'uro• sucb u •tUliq 'bu.tu on :reo:qp;naticm ot nvera, am tttect• ot Mrthqtalca ou aovement Di l'I08•1blc de•tratU'tca.tion ot water 1n :reurvoira •

.;),c,c9!el:1~"1 'f167 A npon on 1rtfeatiption ot turbid raleaa.oa traa '!rud.t, Reservoir• aepon Jfo. 114-566, vu 1aaued.. Ptlot t..tu wve Md• s.n ~ laborato17 tut n ... using temptn.ture•Udlteed 1tre.t1t1ut1on am a ailmlated atzow;tuN vith ~w ou.Uet.. Va:rtou. tflllt• of' ·dye tre.cers wn tuve•tigated.

SCM<lul.ed n68

l•~Uoa ¥111 be ac¢N4 to &llow -.1.'tii,OS.nt ~ntlift • ..,...._.. Data vU1 be ohtalMd tor qJliea'tloo w th1t <lPip ot Mlectlw O\ltlata. b th.or, ot ,intltie<:t now in NM:noin vs.u eoat.1.ma. 10 be uva.t1aaw. A ,:rosre•• npc,rt wt11 be 1uue1. b UbJU7 :rue:U"CQ vUl be cmrt.inuo1 to Minkin a ~t b1blioCftllllbY.

DB•l.33

On JllillV m1sation proJect.•, arO\lD4 wte:r 1• btcCllliD.g illcreu~ aa1i7 ~ tbeN 1a • d.tttWt. a.ed to unile.ratud mon twlJ the mv....t; of 1alS• ~ •ter Yb*'1 tr.abater 1• applt.-4 to the lad ,urtac.. heYloWI atau ... ot tu Mllil\vtor ct tnc a:ter Nl4 1M w.ter intel'faeU 1D eoutal. anu1 41m eautnc:tiotl r4 flow Mt•, indlce.te tat Hloct1._ ~ traa ~·»u't w om-pan aqutt•n JUQ" DOt be ,nctical. ~ water ta'b1- 1n •CN lrri.&1,ted area. ta ~ 'below tba root &<XMt 'b7 ~ trca •U.• JIJ'dnmlle. lto1•1 a,-..u.u in a i. ... 1/e ... foot.-<lM» tau an aillg 1114• to •tm1 xnoval ot ..um vatw ut1/or man aquU•:r ww:r b7 pap veu..

"

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.. J'i 16

Pl.av Urie, an •hown ill aeleettw vit nwal t the coot bot ~r ltt a th ly etratltied :re ervotr~ 1-1579•9

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Dn1gn of dn.inqe a71te.u on •lopiftl land ~Mnt• pl"'Obl-. that an ,;iot 1."11"4111' aolved b7 aethoda ~ tor do•tan of dniMSI •Y•teru ro~ level la.ad. KJd,.l'a\\lJ.c IIOdel &DI a.nal.ytical. atwU.e• u-. nquifttd to .llllb .tequate •ol\ltiona ot t:be prat,1-a ot N!IIOYal of •&li• vat.-r f'1QI •UlSl• ... Ul4 two•pan ~ u4 tor ~ ct 1loping l.t#ta.

Aa ta. dtlllDl fa'1! 110re imption vawr bec<:a111 gree.tel' the devel.Opaent ot wi- poum w.ter ·l'Qt:AU"C!U 'tr¥ 4r1Uiq pap wlh ta ~Clliq IIONJ U4 IION s.poi-ta,rt., .Uthcuf;b nu. have been \&Nd t:o ~•h ftter f~ Mnldal tb.~ NCOJ'd.ed h1•tol7 tllent are atf.U lllll'JY' 111rl:.lA ... fttcod proclldul'u ~ 1n ~ 4ri111ns mn d.ffelO.Pbaa Of wll&. Bect.uae at tbu• uncertaJJlt.fA• -...ny fiDl.W wlla 4o not pnxtu.ee ta. ~ capulf.7,

A;cc9Uabed ff~'T

A ~Jb t1tle4 11..,_,&1 ot aa:u.ne Wa.tel" t:rm Aqui.hn° -. CQllJletc Md. 1• 'beina ~.

A 6o ... :root•l.o'o& I))' 2...fQot...ytdo by a ... 1/a•toot-d.ee» n .. vu construc\ed. am 1llt.ftmted = 16-1-b....teep ?-beau. 1'he n,.. wa tilled vttb tine NJ.11. -4 pluUc ~'bing~ tile dn.1na batall.e4. 4 1Dche• below th4I ti. UM aurtace.. PfflJ.JlinaS1' t.at1 nre lltlde to det.n.i.ne tbit ~ilJ:t1 ot the fine led •teJ"Ul.

Schedui.d n68

t.t. vUl bet C(Dl\lCW u1q the 6o.toot-~ n. .. to .study the ett.c.t at dff.iM.11 ~ elop1Jla qricu:Ltunl land upon the apaciq ot tU. d.n.t.u.

A atm1 vUl. 'be W\1&1*1 to detendne the PJ."0Pe1" otur of l&'b<>:tatory tffta to lncftue eur lmoWladp ot tbe actiou tlat tau, pl.ac1t 1n the ~ pacb ao.t aqut.r.Jt •t.tr:lal •~iDS • •11 •~ aid cu1JUI • the WU ... dewloptd. A better un4•ntudtq of ~ U\1ou t.'kins ~ deep 1-l.w tbe ~ . •~, b)' obt.eff&tion• ot alaulat414 w11 -.ct10XUJ lJ'1 ti. l&l>orator,, vlll Ci'fe tnfo1•ib1on need.ed to .tU!b' araTeJ. ~ aterl.&11, 14fttlu ~ie1; lU14. the be.ti methcd• or nu d.-velopaeftt.

wate..- lOUM troll caml• ud. p1ptltnea hllw been. ?educe! b7 van~ type• ot li1l1np aut1 ....i.uta.. 'l'b.te• •ua or "•• Ndw:tion .,. p~ 1n ~• Wbe:re 1one1 are ~ in lteV caul• 01" were

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lu4. tile dnJ..Qa

•l.601•12 IA

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g

~~~a· hj !if, cf; t .iii f!l il~f't I i! :;

i ~ .. a .... nn. d h~t 1f a. j fi'!J ·JJ: §11! ·: aa1r~1; 0 ··i~;1:' !fi tlf!r, ll,i: ,r~f t5 i' i'lr'll,,~i~ ;'~ 'J,~i ,,~1

~·.. f ~ ~~~r ... u~h~!u, ~ . ti r;lf if!\ I

fl~, ~ J&· - r 1,1 I I rl t ~, l IH 1.! · 1:nhH(;fiLn ,: . ,:; .. , !11,i •.! .. ~. II r,• .. :•1-l:'£''1·: •• iJfi~• 1=':~ 'ial.. i l'f fainft,I If 1~ ,ri • ;-. & GI l l$ a • f

. . . ~

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:!i I ;11.~;:1111:Ii ! fllf ;11.111~111; ll!Jlll!lf I

1.= l a.1•,1.!at', & if!, fie~:!.~!~ ·1i,i•fal1 ! - . - Q. -i 3 & ! ' .. Q l . t! • t: 1' =- !

i!~ '°' f ili.i!!l~i: i IHI ~ !!:it:11 ~ sliJ!hif " ~, lii'1il:lli ;!ii i8·!~ffl ! :gjj!1 !" ~, · rf>I~~ · S~ ~ 'u ~. I · E le~ ·· l

~ ~ . ·~ lf.i f ! .. ! ~Ii. la~ . i\gli\i • a.~as ltii

i s :i;•1• fn 1:1i 1i-!lfl11 a r .. ,u, i : I i If . ! q I . . i i § t [tl l 8 f. i ''. '. hhi 1.1: ,,1, 1:!1n ~ n·-. l~f. ti .i,,' ~ ~1i·~o ,a, ,r

·11ijsG 1~ ~ii • ~fr !. ftff ''Ii . ~ w : !

..

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Comitmmt ot more Uld more or OUl' nter roaouroea o u u to 111>row :ter u\d'iq mathocta, to inonue _..urixtc aocun.oy, and to auppfy 1nto11111ti04 to people ~ the water. l)la\ribution of nter t'ro1ll older sp\e• ot canal.a and l&wNle need«\ on1J an undor-atendiq ot nlat.ively simple -~ deYicea. ot t.be newer dietribUticn 97•teM a h p-.ater ktlowledge ot l'O\W cClllplS.oawd meuur1.Dg de'Yio•• -= waier oon\rola. The expected inoreu aut 'tion or water conti-ol am its •v.NJneDt will niae the level of Jaiowledp ~ to account tor waier into amt out ot tba 41.tritN.tion a,-tem. Stw.U•• are planntd to incnue our mowleqe or both the ol and nn 4ffio•• and to 1ntom otbln or the :reaulu.

AAAS?l811•hd ffi7 tnvNtlpttone or diaoharge capacity and head los• were c eted on a 2-inoh 10-1.nch p:rototype fttertlow reoomer am controll•r. Tile cou\roller, d .. iped to pron.de a conata\ d1echal'ge over a held rana• troa about 10 to 11, t .. t, woul.4 be ued 0111rription t~ in• pipeltue. Proviai &ft to be OD the Pl"()duction KJdel tor l"ellOte noordu, ot 'U:i.• to\elised flow t.ln'otaib ·the met.r. The eontroller inoQl"JOratea • tapend tube, variable....uea-"bod1' in whioh ·• tl<*t 1a poait1one4 tq, the tlow tor control aD4 hdJ.eatir.m or trbe duohu&•·

studiee -~ o l•ted on two 18-tnch open-tlow ptc:,pell•r ·era. Thea• meten prertoual., , ed in the field ill apecific tandarct ®tlew wen i-epotted to ti. 1m11o.\ing comiderabq len dilcbarge thin otn.r de-.tc•. InvutiaUiml iil tbe ll,dl'IIUlioa :BNmb •hoWed tnat '11e •in beartnp bad beo badl.7 ••f.mlmted. The ••S...nt Nduoed the abf.11-ty ot thft aeter to U\U'e dt.chU&• neai- l ota, the low ot \he nn,e, end • the 41*oharge ind1cation •~\to. Thero wae xao appannt. •tteot •t '\be l:d.&h e.114 ot the l'&DI•, J to 10 cf*. Alter ol.fJll'l1nc. ot Ula •te:111 .... und a\er &bc>U\ 2 percent. ,,.....ier tllia l&bol'a\er7 ~uJ.,-nt while other wu 7 pitNent &Nater. These 1Daocuno1• wen about one-tldrd or that reported troa t1eld ue.

Oonc\ll'Tat, wi\h '\he ~ ot ~ o,-n now lllllten, • 12-ineh aad4le­t.tpe pn.l~er •te.:I' _. inftfltipt.e4. The M'hl" 1'01' •• 1A pipeU•• wu of • *7t"1'ft ad loaned t.o the laboator, by the 1Neno '1•14 Ottto•. ~n.tion wu atiataoto17 Uld ta. -.m.ttac\unn etated •oc'1ft07 ot ~ peJe.ut na •t b7 t Mt•r. the lllt\er bad a l&l"I• euUT ~ad dial &D4 •ll•protecwd pl.'Opelle:r .i:i.att lDI•.

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Work c~taul4 cm ta wltbta or 1ma n.pmtt, cc t,apn;oidal fl.1.lln. O..ralt.1&tt.OD ot ti. data tor vater wrtace ~ ..S. 4~ -. ptl't()J'lllld c:,n tb.e c~ 'tor Puab&ll ft.mt• ..i tu na-. ... bottcMd OJ' uapesoldal flt.all.

BN.1.1at1oa r:tr tbe ~lo •tbod ot ~ ~ vu c:ot1-tinued b7 eou14otq ti. atbo4 ot locatlq ti. • pa\ba. a.cau. tbe ueoetic Mthod wsuna l1DI "'*1ociV ~ lom:d llt,Dttt.ton, tM flow~ fl'Clll iibl wloctty ta lupr 1;hU1 tblt tflll tlov. ~~ l.OC*ttoa ·r4 tu peenton, •\hllllt.1al.1J" 4cmt 11:1 thta R\147 • _, prodUC(t 0.. p!'Oplr ioMpUoo ot tM tlc.w u4 u ~t. dhcbral. tri&1 ot tblt ·~ vU1 be __.._, 'betos,t tbt ltftluaUon can bt ~. A 4..-u.tloo ot • &eO\atle ..-r cQDII~ bf V.fth&b.CNM Co.JlpOft,ti-Clll 1• \\'I~ toi- the ~ PullpiDS Plat of 1M c.tn.l Vallq Pl'QJ.t ill 1967.

Work vu ac:iot111Ud. CID tbe us. or l'ldto~ tor 41•ebu>11 MUUftl• ..-t. A ~ _. Plb1llbld tw tM .lt,aatc INr8r OOIIIU•1on oo tblt ftWl.W ot c11cpenlon 1ft 1D »11* 1n tbi9 lfJdn\llio. B:rucb ~Ol'J' aat1. at Coloflldo state UD1"9r.t1'7• !be ~ wo eoot.ained tM nnlt, t4 tlel4 ••nrur,sru a tbe »-,twcb '1t n..1q Oo~p ~. hept.ntS.ou wn coctim.*1 fo'I' aon fl•l4 111Mm 1111Dta in ,_.'\oCM at u o,en.t111,1 ~~ ~ t.lw Col.on,d.o ... JU.g ~ PNJect.

Isrtoratloc hall __,. • .was · ••••l>ltld ror u.e 11'1 •~ btcmlllt1ca to 4 •1_.,. aDt opuatora t4 1ttl ~ioa ~. I~ npom R:N Vdttft CD a ••11'Cb ~1c t~r, tba csin t1olr CJd . iX-ltM p~r aatten, ~ 4~ .... ~ "1' pit t -5. ftl41ouotc.',pt ..t.ho4t 1 .s. en the flaw ftfCOJder mt «m~r ..

St;mlu wn ~ on a 1)&ll t1oW tube; a 11'0:ttad. vet'\iri.•tJp/1 ~ 4fftc., tam OD • 10-Cfa wtr baa.

S<:be4Ul.ed ffi8

9:ae pft)8ftll ¥1111Delma ....i-.ii<m ot o,pen uaaael u4 doa.i OCD1111t ~ 4ftv1cn. ~ion ~ ·~ Mid .... urlD.8 ... ,. iD 4la~1 q,ttaa Will ftq,U1n at'YIIDClld Js;nowW. .. ot tbe CQlflbWtia of .., COldl'Ol41 Ud 1.111.u.e.ton. !hNI· v1U bl atuat.td aa • ~ or ~ vatu ~ popa.. !bit •~ ot \bit n4loia°'°JU llllthOll ¥111 ... COl'ltllmllild SD tu ~ and - ~1*34 tQ.ta. . hal.u.tlon, v111 be ete)Mimld • aoout14c, 419, ....-., a4 '-..i ~ or 4~ -..uxu 1111'. a..\11.-ta of '1lit ..-Nh •ttadlff vUl 1-piblilhltd tOJ' ad:'1.at.na ~ ,-nCDllll Q.l O\ben n•pouibllt .tor ,,...r~t.

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' .

c. ft 1969 ~ JUfflJ'tCA.11".tON

atmlBAt, tmSTIOAfl':0JtS GmRAL aatlEIRIIO AD B!SIWlC!i

WA.SR~~ RISIWtCS

De•eri.2!1~ HJtb'l.ulic research 1a :req.\l1..m to •'1.PP17 no mt advanct4 li10l"mt!on on the bydJ:aulic behavior am perto~ ot atruatUTU, c~ea, eqt.d:psottl\t, re1ervoiro and aq,uiten., 1nttl'U.d1ttg nw •a.eurement•, dn.tnage 1 s~~, and 'Well •~hanioa.. These etl'dt•• are perfol'r.1td in the l~boratorier. and 4t cOllQ;JletfJ!i Btu:-e-.u bFraU:U.c vorb to obtain 1ntomation that rlll improve pl.annin£, dea!gn, COllltJ'IACtlt.m, al'i! oporation c,f hydra,ulic vo:rb an1 aystesu1 develop teehai.gues for 11np~ tUialysia am syntb · eh of !J1dr&ultc syeteme; correlate lqdre.ul.ie: perto~ ~ hydraulic 1t0rks wltb cu:1ip criteria} and to ael:wrre economiee in construction am. ilt\1ntenanoe ..

H1tirau.l.1c t"eh&Rh auat be pertormed to de-lop .ne,, flow mctNU1:'ement techniqUe&1 am Mthods ~ ob••J:"Vi.r1B sJ24 roco:rdiug hJd.r&U).1c tft.nalent• and a.on ~1d am p:recdae tecb.niq,-1 at data. tm.u,rota:ticim.. st.u1U•• l.eadln, to • ge,&tb>:' ,:,,enetr,.t1<>n ot ~ttmdin& ot tlOII' la poroua med.ta lWSt be pt.ll'"SUed on a broader sesle.

A Wide 'Y'a.ri.t, o-r lqdra.ul1e phtnOffltna. are 1Mied to meet the Ml :range ot application Ntu,!n.mtent• in 1'\:!Nau ot Recl.uatton water r.ourcea engineetiltg. Extene1'Vl!t atuUea Q'e aade to obtaiu date to 4es1gn ene:rv du•ipaton that convert tlc:,vs h'o= h1Sh to lov moc1t7 tn order to prev@t tlow cblumel ero•ion &Di •tt"U.Ctural ~ to du., canala, aoo. rtver.i to eval\tate lqdnvl:tc pbltnOUMtn& ,\lOt\ u earlt&tion, Vibration, pn,oaure diatrtbution, volooity di•t.rtb\1.tton, a11" d~, am :triction lease& 1ntro4ue.O. 'by' phyaical cban.Cu.rlatiee ct tlow aur.taen and. eonflsuratt.ons ot cornUib ~ b.Jdraulic •quip:lelltJ atuity h)rdnultc tJW1eient p~J A41'Nl.op dea1gn eri.teru tor ()pen ~~la; uel\l,:U:na channel et.bU1t7 ~ eatuariue bebarl<>l'J otal>li•h seepap-loaa Jle&G\Ui'1111ent motbOd.a 4lD1 equat.iomtJ ltMt•tipte dl'dt ~ eurp, 1l1 't\U'binet Ud pensor 1yneu; a4.'¥Wlee tbe tmovl.edp ot atrattf'ad nov l11 t"ea•x,voi re am ccnye~e•; &lid de"*1.op a1 tmp>:'Ore labontC17 ttchrlique-s:, 1netrumentation, And t(tst equipaent.

Sttdies are Pllnued to e.:dem knowledse of tlow ~t sf'C\m4 water u aquihr ot a vuiety of char&ewrt•tie•J to det.Niu tbtt 1'acton a..ttNtbil tbe 4•1P o-r vat'iOWl type• ot 4ra:tn. u4 t~ora en.ns.na --~ ot ._.... fl'Qa en&l•·

Aecelan.W re~ 1• P1fllad to 1tft1Uate water-tlow.._..tll'Wnt tebniquu ad 4ff1Cff I hfflop DW metho:la t.D4 4oViCet, Pd to

''

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r

~ metl\Qda at va"t;er a.ccou.nl&'bll.lty. Inw•ttga.t10A incl\ld.es u.. of t:ra.cer ~ at JIMlut-J.l,a di&c~• in htgb-bee.c\ "vb1nea, PIIIP•, u:i condu.1 ts ..

statua: 'Dul 1te.tw1 or eleb Pl"08ftl\ acttvtty 1- u followa:

•· Enaro d1*•1patora ..... st""ia • the caua• tor de'bru 'be.1-S dft'tm lnto a atlllJ.ns buin tor • hollov•J.-t 'ftl. ve lJtd to • tull•r ~twiJSs at tu ~o tOl"C.ea eaoountfflt4 tn f.UCh hJ'dft.\ll.te •t.nsct\ll'U. fbe tm.t1&1 »hM• or• •t ~ to~ the <leftlo»• Milt of a verttcal a~Ul.'fng wU _. eCQJatc., A NJOl't on a au44ea •l11Ar.-,nt......., 41••1.p.ator ~'41d. 1-dtatel7 40WDa\l'Hll f1'Gll • ~rn., Y&lve !D a p1pe .,..__ vu prepam. StwU•• on ~ ·t'ne VI 1'tilltq buin a'Qlllettd. dt.fie&tlcas to t.ecQJIIIQd.ate • Yidet" V&l'i.etf ot 4-•tan ~reaellt4J a ~ on 1Jbe -.11tied itffip'Wa~.

b. <html* ,..,..,...,, ant onttc.».•-A NPOrt ·-.. •ta.Ft4d tor the dtt•at.natum at d.taohuse ccetticluta tor • vi.de vartet, flt l'lld1&1-.,pte c-1°f.l'UJ*t1tmt 4.S. ap1l11ta7""°"8t abapp. A hish•bead• sate--...1..te.#t tacllltJ vu placed In o.pemiOA. It Pffl'14" to't ~tbs • "fU't.t7 f4 Nll.~"""'1r de11CM aD1 c~•· Aaalyttcat st\diu ct &U•ffllt 1lsn e.ul air d..-m. 'lflrte CCIIJlet-1 to~ a -~ powerplut !~ atlUC't~, -4 • ~ :PJI08l'M -. vrf.t1*f.l tor cQl!lpU.tatton ct tho ~tty ot -12" tlmd!ll into a p;te C~l' .t.rl4 --~ pru•ute• fff the C&le ot a ,-Uing •ter w.rtaoe tn the ebMibw. A l"ifi>O" ,,.. ~ ..

c. P1l)e11m, . .-1 tu.t'.Ultl tqdraullc•···Bxtena1ve •twliea Wl'ft made en • p11,'Mtline4~ -1.i tor m~ 41ecb.argea arid ~o pre••\ift• v1th n.pect to ,1.me tor n_. ot ccmdui\ f'Ul:tq, '1h11. follOV611 the development, 1maullat1oa, a.\ ealtbratton ot a contl'Ol val.ft Vbicb penal.ta uu.ttom 1M.._.ntl ot dUebarge vltb napect to tJ.M u the 1'll.ln opeu o:r eloaea hca period• ot 300 to :,,ooo ucoma. l>l.t& obtained tor one tilling ts.. vu w..« to d~ the ~ ,~. 'Ute model ctuplicat.1 •xpected proto~ype bebador whtcb will be 4eri'"4 nut ,-.ar cm the CCl&dlu tu.ver Aq'tMlduct. DI.ta wi,, ob~ tor o~tlcn or h14ra\d!c ... trl.ct:S.on eoetttoient, or ·IM'I 12•11ldl amJ:'.1'8--1ncb-.41U111ter pipe at B6ynol.d • • . number ot a.ox 100 to 2.6 x 1~. F1el4 \eat.~- ot hydraulic bicttou hN4• W'eJ'e ~~tor• 10.15...i1e ... 1ona reach .e4 • c~-liMd tUJm81 ~ 17.5 tett 41-tel".

d.. Ixtet.ratnt&tlo.n. -.cr.t.ttcal nle<:tton waa made at equiJINl.lt• capable of NMlaa ao1. recomina a Y14• nap ot h74•\ll.io tnnelenta tor \We 1n kbora~ Nleu'Ch aid ftel.4 teate. Mtleh ot the 1M~ntatton ro:r obael"Y&tion at Jl"e*lllU"N, vel.oc1t7, tgperatwNt•

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f

aad their truaie1t c1\Ue.cter1ttics ,_. ordned. A •~ at uadexinS 8,!)d 4ocwaentation ct ~m\lllc nNN'Cb ¢~r ,roataU vu dffel.opttd to ehallae ¥14•r •• tJt a'9'&1lab1- piiofP'UI e4 au'l>Ut1Y1ttea th~t ti. etdt.

•· now aurtace prottctton ....... nata resudtna cavitation 4 .... at otrnt• alltl. mu.U'tM!lllldt• 4cvutftMl tffla ·<=Ont.l'Ol •~ oi-ntina Utld.•r bead• t.o 340 tnt "re ~ ad eQlpan4 with c:~le data derived fl'loll. labo8to27 •twit.fl,

t. Ope-eb&iW,l- bJdnulloe ..... A npon WM ,ubli•bed on llbontor., atuU.•a cm th• formation ot waves bf l>r!d.Se p.t.n in t. t:t11PKoidal. caui. Alao A nlpOl"t wu pub11ahed on tu attenuation ot avp wvea b7 & aide wtr 1n a trape:10Ual. ehUnel. ~ntal ti•ld and l.&l>oN.to17 data Nlatina to a recent l'Uat.z'Ch "'°" on -~ atw:.1~• ot concrei. tnld-.c• ~• wei,e obh.inid. aQd ~. Lab.oratory •qutpnwnt vu UHSl.'bled :tor the atW7 ol behavior t4 dYl*UC toreu or rip:rap in ~ cbarmel.a. Stm.1e1 vel'fl im.tia~ vith the ~ of vel.oc11;f d14rilrut1on iii a cbar:tntl vs.th depth ot 1cour in ~4 o-av.i ~ t1:'Qrl 3/4 to 6 irlahel 1u diameter ..

I• ~•, ent~•, am trana1tt.omh••In:tentJ.ve ~lt labonto17 atua.tu wn Mode = a tnt.w P11SWtoclt ~- m WO· tne- ot p~ lov""40ft1 •1-lf.t1tld entn.iicea to obtun t!ODIPN'ative ~ lOIDa, pw1alU"e tacto:n, Mid ~ 111n1JINla aw:eerpnce data. A model ~ • tt,lcal elbov«dzatt tube &t1d Q1ral <:N4 YU c~t.~ am ~ to obtain a tulla UDla ... •tatd1- c4 the Wll.octt:, t11•tributi<.m uaoctattd vi\h •usu& ~ vibftt.icu.. 11-3.d •~nta ot a '1,icll turbiJMr l'IUSMr nm dbtumd tor~ ot aJ.aul.&t.i® in the ao~t.tl.

11. Stntifted t1ov.--A npon vu publt•h44 <m rtaual ol)ffrvat.1ou; tt.14 llllU~, aa1 ~toq ~•1• ot data P'rt&imlll to a ~14 4t'M1t,' c~ 1n a. ••~ of ~n. Labo1•1~017 ~ .... ~ad ¥1th »not '-t• u .. tut n,... u.1na ~ture-1l'duce4 aua\tticati.on .a• ailml&W struct1U"e vi'tb Aleo.UYe outieta. V&11.ou 'ine• ot ~ t.n.ctn ven iuYfft1p.W.

1. At1U1t•n ano. 4:Niiup.--A ~papa wu c~ cm laborator.r at\lliU on the nmoftl ot Hl.1- va"ter troll s1:Dale•P&n am tft•pvt ~t.ll'11h A labontor., teat h.cillt,' 'ftt 4•181*1 am. cout~ to •tu!J' tb4t ettaot ot 4raiAl8t ot .io»1Q •fJ:d.e-ul:bunl tam u»m the ~ng o:r tu.. mu.. Itd.tial wt. •• .a. en the 60-taot ... J.ona bJ l•f'oot-vide b7 ; ... i/2 ... toot...a.-, [email protected] alo,e tlum.

,,

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,.

J. S.epaa•.-Stvq or s~lou..<J.etection •thoda 1n w.\111\ed ~la Na extemte4 with labon.~ry teat.a cm the electnc.i loaina teomd.iu.e. J. "port _. publiRed on teets .-1 oU e.Qd nwr well eleotneal 1og1n& equipment tor detect.in, •••pap t'l'Q1II u eanh-11ne4 canal With eoatNlled ••4i'PIII•• lq,lorat.km W&8 a1&1"\e4 on• tecmuque ~ i.tnc ua-4 by a 8rlttah rtna tor 4et.ecU lMkqe ot water rrom pipelin•.

k. Stab:tlity or artit1e-..i o.lla!mela .-M.dttional data on daJ"1 shear values, ftloc1t:, distrtwt.ian, M1ant111 1t4 •1 ruuu ..s nr.,u a:roaa 1ect1oaa wn ••UNd :troa teitt.l peJ'fomed on 'thNe ten nae.Ilea ol' the Puwll Maintenance Caal.. A tu.rtbar W'lhN1WiJ.'IC ot the :relattan of •cour am depoaition and tnoti• torcea in the art lined canal waa ft&Ohed.

1. le.tar MUUNJDPt .-A report wu publiabld m dUptnion •twti•• 1n pt,- u a pan ot • oe1111>N.t.mi • atwty on the uee of ndiolaotopee .tor tlo• uUl'eJll&Zlt,. !.be npon pnparect tor ·t.ht A.toad.c b117 Cc:mDU•lon, oosponaor ot this ntaMrch, oon-~ thtt l'Nult. ot field aeuuraenta nth the iaotope •tbod at. • ponrplut. Pertonaanoe test.a •re -4• on two 18-inob, open-tlow-prqM,lle:r JlltAn amt• l2•1Dcb •llddle-type-pl'Opeller litter t,o det.ndmt theU auitebll1v tor appl.ioatim to llMt ••t•r ~at me4e. S\udi• "" lllde 't.c eftluate th aooutia mt\hod of diaohaqt ••~; looatlQ!O or •ouod 1en1ae• aa4 tNU4ucen 11U cmeid.-.4 pl.&QB "" for • deaaoMtrat,1 ot an ~01.1&t.1oal •wr at a 1DI plant. A artu47 wu ooq,let.-4 cm a 4•1noh 111p1tf.o tlow •ttt:t. Inwni• 1ation1 c£ d1ff :,re oapacl\7 aD4 Mad lou wre l•t.d ca

2-ioch end 10-irloh fttfftlow am controll•r Which Pl'Ori • oel1*t.G.1 diacbl.r&• owr • bead ft'l:ll9 h'clm •'bol.lt 10 to 11, teet ai tumou.ta in -.i 1m,atton wat.r pipeline.

,Jaf,,as.n,a: !be broad t'Ulp or nter NSO\U"O• 1'aJl(Uib1Uti• ot u. aarou oontuUOW14' n...ia nquil'tlllllmw tor a Wide • * ot ~ic renuob \0 pl'Od4- c011prebenaiw lmowled&• tor apttOific dffip pzoble• aod a-. tor pGer&l. appUoation 1n 4-"1.oPiDC 'better opaattna. l04a•r u. Yid, and 11CN eoOllCld.o&l. ~o •rat_., avuotuns w equip111n:t.

~t an4 nwliea of pnuure ·· «nd vibration !ii b,J'dn.ulic oeiv dS.•1paton ma, bit •nended to acbi•w • tuUer 1m1mU111ne ot the tore• J.avol ftd 1n luge a\l'l»tu:na. B.,dftulic pte a..i. capable ot pert~ ••tl•taotorily at.• 600,.tQOt bead u. ~w.Nd. Mt.lch a&Utf.cnal -.erk U be necea•&r1 to det•l"Jd.M alr-tlow quan­tit.1• owr • npi4ly .OVUII R\er surtaoe 1n a part.1&117-'tilled comutt. of redU4in& \oJ"ilM w open pt. 'Vlll.W,1 ad l"e4ucing teadeoc7 towu4 can\a\ion ai mall Ol*ltnl• are nteded. Bnenaion

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ot .-t.u41•• ot sura•• 1n 1pelinea 1• NQ.uiN to avo.S. co.U,, opcw.-&ine dUl1oult1e• d\U'U3£ tbe tip n11••· ~tc trictioo-loaa au

J.aq ooncre\•-Uned wnnel• ahOul.d be lllal.7£fX1 tor •PFlicUi<m 1a tu~ at.ps. x.beuiv. re.-rcb an tbt tor«.• atteat,tna \ti. atabUi'i1 ot tlpnp 1n t.u.rbulen\ ~ .1• • ltd to muu o0trt; GE mb111 .. 1xc cumwl 'bclu. A ~ 1n1t,b'\ 1• uraml.1 aeede<l tbe .tt•tn• ot the abal)e ot uan tube m:1 epp~ce• .Qd -u. .ttect. ol • urbine rwme:r on the U \\d4t tl-.ca: ot drlluli *W'I••· Stud1•• on penatook .ntranoe• •ouJA be contill w t 11n w:aimi aMd in vulowa -..plicatiou 1n dedp~

·~ 1• a uractlU. need t ~ ot n X'ttHrfOU'I and fl,Nl,U in wllioh Wat.ff q\lflli'\J 1• •tt Id n-'\Un and ·otbel- Q&\lMa .-uattt1. :Uco., iStl.ued naurch w ~ oJ.oNl1 ... relat,ed tiwi• at ••tern.ow in -.q\d.te• Qd Meptt• pl'Oblt.litit •111 J.aa4 to a 'bet\er 1rup ot :tal• ot u 000 ... 11e01 With •td&u agi'lcultu.'ral dl'a1u on sl.opq laDd•, t.ne n-,;.~"n::11_:2.J'.UI· Uoa Qt Hepltle loue• in ~· a:Qd 'bellartor cnm parka end aquiter at.ffkl ~ire w.U ·aoNeM ClC1 ••inc•.

inoreaabi cw water • U, ntOeNUI to accou.u\ tor avaua~ aur Uld. 'to det..mld.De where lDl bOw it 1a •1111 Accu.n'te d\e.r . • Re 'f'i~ ~ u. p:root•• an a a.1fflcult to • 1al .,quipAl'lt am ~· _.. tt.NfON DIMINild.. In 'ilie prqp:tlra, Dl~llt~:.Jlll..fl~-..Jllbllalda. 2£QJM.t.l, ot vnca\ion ••tar :lft ~•, , dit •, anc .,1 lines 1• ot . :t; pi.••~ ID other lllll'lllllll1. '10t'k1 reUalale n~, an i,aq to s.um-. ~table 41Al"il:R:lt1m ot ••ta to UMH t.Jdac the1l' IJ1Jilr,Jrl1" . a «IIIIIIC$ aoui-ce and to <te1,erd.no t.ot,a1, qUID'Ut.J' 41YV'kd. to_., 1i• napou1 WU•• .. teo.bnioal a.pen and adviNr in 1ft.Wl' -IIUl'ltl'*l1., fflOU'Ch a.lDUld - st.N•Nd Oft :\.ian ot atM 1n u1nr11NUcn -,at.eu; UM or 1*"<1>e• tn cl. CQQ4uita; UMJ ot ~o, die, IUllltn'I. , ~ tbflMl. . \b04t • ~ of pr&o'Ucal alt.uauc.m.. ·

1. C(JMllfAar · smmrmm D1VJu.t1'1AElrs DI Bma&UWO IIISU&lCS l'itOalW

W8W IXSCAL DAB 1967

1·. Lia\ ot ~~ ~t.Ui.o ~ IRlbJ ot• »tic pl,ll'Wld in

2. A)talwt a Sil '" , ,.an 3. Voique taoUt:U.•• am .,qu1pae1. 4. llratt. 't • studU• '. ft.ab .. 1-1. #WIU•• 6- ~ift £i "t.at, re • 7 .. G nw •u.Uu a. •~ on a1.mui.o tlolf 1n reJl8J'YOtr•

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c:i z ... z :::;

I

2

3

4

5

6

7

8

9

10

II

12

13

14

\!-. I 15

" 16

f, 17

16

19

20

2 1

22

2 3

24

25

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26

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LEGEND: Typu of Aelivily ~rtcon1lruchon and o,~er W<;r• Construction

~ETEUIJ;J:?;i: #WW;;;;;tNitE#! IZ'id CLA SS

ANO PROGRAM ITEM ACCOUNT

I z

o?:HRA L aa:: rnnu ~ AM) l!ESF.AACll

18-0-8ol WAter Ruourcu b.gbeer193 Jteaearc:h

Aauatlc We4td Control Chn.11t.ry • •d Ph.fl tea T-chJtology

ta Mlltertala ud Method.I

Concrete

h....+Muake ..... ,aeertu

nectrie POV1tr

ha-tton Reduction

•-'-ullc:•

0:111• and Cloaed Conduit Syate-u

v-• ........ •• Scleattflc Comaus lc:atloa and Doct.E:.entatio Seteatlftc and T-ech.al~l

IarOT"a1.t1 01t SerYlcH . Soil• b•iae .. rltg

Structure•

Ondat1ag Laboratory !qutpaent

Wa.ter Qo.:alttv aa.d Pollutim1 Control

TOTAL-~Vt1ter 1teaourc:ca bglnHT1D8 Ruee.rch

'l'OTAL COST

Aruw= ----~~,rer• C'red.1 ta a.ad other W'-rnend.1 t:..zrea

- ~AL!XPr;rnr'Tm1'.S

O.d.e l 1Twed Order•

roTAL Ol!LIGATIO!IS

All¢tme-wt

_!rlor Year 1unda An.11.a.ble

I•t_~ _l_ ~crllnaa.cln.si_:

A_!~~~C'flt Requ i red

-

Notes:

QUANTI TY UN Ir ESTIMATED TOTAL

4

6o,079,000

6o,071,52•

6o,071,52•

TOTAL TO

.AJNE 30,67

6

T,"85,218

·T 'T6

12 018

T,"89, T6o

117,982

T,6o7, 1,2

FISCAL YEARS

9 9 10 II

1.i~ 000 1 001 000 s 78s 000 6 26o ~ 5,t;,,..· -

-12 018

1727 ~ 1 001 000 5 785 000 6 2M 000 6 68o 000

·117 ,982

l 610 000 ' 001 000 s ~.""" 6 2"" r<:o 6 .t;N,. NV,

I

l .5'79.000

31 000

3 001 000 5 785 000 6 ,26o DC<J 6 68o DC<)

Rce<>mmend•d~ B-JSben ·

Recornmendod bier bigta..r

,/,,It' W#.L

Re commended: --7.«~,~,.~,.~.~,,-.,~, ~c 7, 7,~, --Approved; ___________ _ ,c ............. ,

IHEfr.-1:. _0f" __ l_ _ a.EHi

BALANCE ESTIMATED TO COMPLETla

12

-~-6 TT7 000

6.rrr.=

6.rrr OOJ

·-~- " ·'

CO"'PLETE

13 14

~~- 15,,50 78:1

6 QOO 000 15 . , 50, 782

, __ 15,,50, 782

6 QOO 00) 15,,50 782

UlfED STATES DH.UTMEU Of HH IIH[llCl

I IU(U Of IECL.UUTIO•

P._ CONTROL SCHEDULE

ODDAL Il<TIS'fIOAT!O!IS Vat.-r JtHourc•c l'lt.gtne~ri ».g ....,.eareh

DATE

15

r

0 z ... z :::;

2

20

21

22

24

25

26

27

28

29

30

31

l2

~!!!!.r, ColoN~o__ J.\i.L 31196:!_ ~ o•flc1 9a1.n u e,o ..

n .... ....... r._ .. n . u, ••

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9. 0.\e NU teat tacility 10. lleotric&l ~ t•t report pubU.ahed u. nant:ac tlol'I• Follerplut. t .. w 12. awr ~ and control

~1,auas aaaa1ntt1 l. St\147 of a,d~c Olc111at1om which leault in nratt tube

a. Maaipati(.Wl ot !Dt:tV 111 Bilh T•locit7 ·no.a with SU44tm blul ~

3. Surge9 Cnatad 'by Aliplttication or '?ranaiet l'lcw Condi tiou I.A • Pipellue (Teas)

,.. Pol'llllt1cn ot a 'fl.poi- Filled Oavtt,- Behind • an Ottaet ,. IIJltlphu• n01r in a COXldUit aulthlg hoJa Bigh Hr Velooitln 6. J:>18tort1 or a fetlml Coat.4 lbl'bber C&t• SMl 7. lbff118At ot DI it7 cur:re.o.t TORN Sialatftd leaervoi:r Q.ltl•t u

ObMrft lo. leotiw Utbdraal to't" eoat!'Ol or tater Qual.it1 8. ltfi '\ ot lonl»1 Siff .S ilSJ.\Nlltllt on the ro :Uon ot Air

Jn t ra1nin, orti at Comut.t. hutock ltntr&11e • 9 .. U.• ot ff1dl'hlic Oftd1enta Cl.>Dl:OU. wl~ a kttle Gate Deviff

to Cleati tant from Ora'ftl ~ Bttda (Cal.it) 10. hv*lopment ot Jto..; loa• l)!sohvge liltuurl.ng S;JB'tum 'k

n.t•N!.nt ltticienoy or Turb1w ad Plow :in canal• 11. B;vdnulio and ~l'Q)tunl leddlp ot BellmcN\h tntwa and

Ja«tooia\ed st · _ · tvea tor Turbine Pellltoob (Grand Coulee fhUd Power.pl.u\)

U. Lla1 nar no. .m Poroua ltd1a to:r lletinemat ot 1)ra1A SJ,,acinl ant.rt& tar ilJI tan4a (.Ar.lSona, .... MU;icto, leY&da)

lJ. PN.diottoa ot Pl"Mh ad. s.lw Q10\JD4 · tu now Paturna iqr }b'dnulio *4111, lalu.atioa, and CCll!lpUter Teolmiqwm

14. Seepage ·teo1i by .z.ta...~ttal ~ with &l.eotri.cal Loeamc '!Q.\lip!lhlt 1,. The ltttt0t 0.t 11r·1,u1 •on"• u,dnulio lddn, ot ffta•ra 11th ftta '1ow1ltl in tare• Cor.14\liw

16. *'4ffnl•t.1on ot ta~r ~ P'l'oceduNa, I>ev1o• ud Coaoepta tor U.• in In Ir.dl*t.4 .A.NU

IQ\!blt ~l!!!l!H &D Rn :n-t IUD

a,,laulic euoh in the I\U'NU. ct Beal.aat1au Ola ~na ta cloaely auociated wt.~ applied n~• tor p:roJeot. plnntna~ ••ten alld COMtnlctJ. t ~o W02'D wlwUltc am other &tol"q• taollf.'ll•, conw,uc••, at.r 41-\rf.bu\ion •Jrie• and .~v. Jn \hta rul.11 ot bydr.auUo l'ea~, a number of notah1• !de,.-m\lt 1d.tldn ti. put, yUtW JIIQ'" 1111\ticmed.,

1. • battle pte mnw tor ol.•D1rc tine Nd.tllent (•ilt ~ clq -1 .. ) t1!0l4 eAll!Oll 8P&WG!ni an-1, 3/ 4 t.o 6 inc1* 1n

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diuetn, plao-4 2•J./2 feet.deep ill the bottom. or !ehua-Col•• e..i,.. dewl.oped in~ B;J'4:ral.Llioa Bnooh. water f'l.ow 6-1/2 to S-l/2 ten dffP in febUa-colua« c..i amt the ooauon Ntbo4 or ualng a 1Nll4ou.r to~ the paffl to NmOff •.U.nt 1a tlowil:ta ate,- ocmot bit \111414.

fbe Nttl• 1•t• .aetbcl4 _.. the 4UeJ'l1 ot tbe tlawr.lq ater to weh the tine aedbaimt fl'Gll UO\UMS ihe 1:raftl particles u ·the ll"4lW1 panloln are 1C>fld \Bider u. batfl• aat• utb tha .bllh-­velocsit,' w.'ier. TM oldSlin& devioe IO'R• •t:reu aloq the coal. eleaniDg \he .lftl-1 u it .,.,. ••

1'o ether me\boda wn bCIWJ'.l that could operate 1n the deep tlowtne water euept l"dOYin.c the cnwl, by draalino or o~r uohtm, nahbg •'R7 tiHI &e aetliMtlt Cld placitli tbit 1nm back in the canal. Wuhina tM 1,0,000 7uda ct 3/4• to 6-tnch ,ranl 1>1 drql:lu Ol" dre4f• ()Je1''tiiCft N\114 lM ff1"1 •¥Jkt81ff and ftrJ' 41tt1cult in the dnp .. ,w. V.• ot the wne gate ol""1aa derice will ruuii ill cou1deftbl• •aYtna•. ,-• ta the la'boratory vas.uc Ml• ·ue -,.lmlnc aravel wen iu\J\llllffltal 1A •howf.n& \bat the d.ept.h at •Plwaina ,ravel 00\Ald be 2•l/2 f•et tnat.ea4 of J.O t••t.. T.bia a1.wd about. )1,,00 ,vds ot ,rt.Tel. De tlta'k wo abow4 '\bat tlw epnitidt1cma tor the ~al pawl c<:Nl.4 be broadeDt.4. Fol' U'.1111)1•, tl\9 •d•• atu cou.14 be 1*twen 4 1nchea and 6 lno1*1 ao4 tntt d11llle•t •i• could be betWffn J/ 4 inoh a.m 1-l/2 uobta.. nu w1ll Ii• tne oett\.N.Cto~ ... ~ 1n provid!Da pawl a4 will redu4e ·the oon ot proc ... mc. 2. £abo:rawr, •tudiff ftvealed the •ttect1wmn• ot • .uddU e.r:u.u,u.ien'i-tJp.e eMJU' tiNipi1tcr use4 d.~te• bOJl • ,ate run uater Jdih bAJ.«B ta • ptpellne.

J. A on iDl!aht .- ptnad .nw "8...reh Oil d•iP-p&JU11ten tor l);Jdn.\llio d.oapall aD4 uplift f,;;)N• cm d.onatreu ••al, roll•r-mcmtt'4 1•t• locat.d la atnnoe tn.n.tttOJlB ot 1up conduits.

4. u,draulic nuam ad a Value ~ring •t.u41 ot penatook bellaou~ ~• Gd a~u ft'Vftl.-4 that 4U!cn pr&o\1oe wt••l.1' 1lUd ~balln ·t.M world cC'llld be a'>4ltt.d to provide • •ulw'hn'ti-.1 ftdw:ti• 1a costlt Utbc:Art ••riftoiQI bUf.c t\Uaot.iODS

5. la.ob .,..u, t.be. _..&l"Oh •Wt uqllln• l'UU-soale a,d~o 4&'1& tl"Gll a'truotuna, O®~, 41qu1pam. fJld o'lber tteld tacUlUff to •-.end \bet oapabilit, .tor pl•imiog, d .. tp am O,Pe%'dion ot •t•r nt~• proJ.cta. A th of auoll t..ta «ocOIPl,UlMtd 1o Neent. JMl'4.,. l1'ftAl4 on the t-oUow.ba pept

''

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•. Jfau f lnd.SY14Ul an4 dtttel'fttl-1 dynuio priu-•Ul'd cilq on the e~ 41-ddirl& wall of 'tJle U•t nUl• 1n1 bum, r.uowu11 .ou ..

b.. a.act 108 &ll4 prnaun ~ ln aa 8-ti ·wibtter outlet pt,- a:a4 \h• otute:r o ult ot the Q;mMl. pl~ ollilet. worm ta cn.n ~ DD.

c • i.uUNJll!lt ot Pl'NWN •m:wea bi • CSOMNW p:lpe WM'l" dutri t.1on qna u ta Gila m-, u,ut, ot '\be OU• PnJeo\ (Ari&an&); 'U1Ne ....-uNMnW 'NN oonielated w:l\h •'thelnJ.cal JIOdel. nwli• 1D the ~h ottl e.

laU!!! EYW»n a: auaRIIPS The · au hJdraulic Na8'X'Ob taaU1ti 6re ill ••ffNl Nlt)eOW • !nit l.abontol',Y t• lUI• ~ to bldld e,:oeptf.C)QlllY 14D'I• adel.a tuld ••~ deno.e• tol' reliable~ 4a"M. Sb»• • •11-eq~ o~r center ts 111N4UM17 •ml.able •t 1h41 reaMrOh o.nt.r, • :ttc.i a\ i • wq 'be ct.med on by tM" lq4nu.U.o rtt•eue.n •"tatt 11ml l.y Ylth l•bontory and lf.•14 a,wu... Jtm.hlr mu • tea\\lJ"e: 18 \be olo.e i.i.t bip ot tt. NNU'Oh .utr wi'Ul 4-tp ~ra and thole _., 111 ~ pl~ i:dJII ct watu .'l'iNIOUnM proJeot. u4 in the •ration u4 IIIWlte. uo.oe of~ 1I01'k, pviq \be NNaroblr aA uaual orien\a'\iolt nth tba pnoUoal rulitiM ot ru•rah J.'MNdl, tailu.n•.

fbt 1abofttor;, 1s ~upped lliih the NCON1nc :t tar enait the lMofttory Uld the field ..

.l OlQI.• W01'JdQC r.J.at,f.. ~p with ~ Ud CJ t.NO'l!Q 'P)1"8 ~- 1\ JiQUlble \C S-'\al.1 ~1 :ptr!onauoe tent, iltU 1D ~ . 1'01'8 tor , aoqutatt..icm ot ata on eoa­,t.Ud a\l'UOt-lU'ff. M nu;,1•, ~ tollcRd tnat.tla~lonl were prov:lded t01t tu\UN _..:

IUst 11 ERR#N.faG, §SI JM!. lblU, blln. Nlll P.mJgt, ....... J>iffOJletera in 4S.. . llarp 11M sipholl •lbow tor -3.bolf

• _..UNMnt.. tmd deteratMtion or 1'te or air .«1 ~ion a\ the t,op ot \b$ el •

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ll'lm1 lRi9S '*'• bt:ISYtl Jla.11, CgJQmd1 mm ~ ll'9J!g1 .... Pi eomet•n hl$i4e the riwr01tt,l•\ o0b4utt il'Ml'mlok atad in the •tMJ..-lbJ;,d ocmduit to _..un iruhnck bead io.aee 111d p:n w.re protilell !JI \b.e •loped •quu. bellmou.th entl'&IIC• aud bl tbll •nioll eun'f ot the ccm4utt ..

H!ta A~:& ... '9!4!Y Bll!r l?IIJ!Ni .. -Pntnun 1*4 m4 ftlc01\7 probe tlttuap fer ....... n1 of htJa4 loa"* d'Ae to pipe c:blCk u4 pipe t.1"tanc! nrueturu ud toi- detend.U.11.cn ot b;1draulic trioticn taotow in lOQI N&cbe• ot pl'41Cut o(,mu ... t. pipe ..

MU!! t!mtll1, . §a Jve~ fmJts• .. -Pl•~ to<r J.w4ralic Motton factor detend.DattCSlil ot concrete tlmu1 Unine, bee­tlo1r d/D valuea, and baokwat•l" profile MU' tlul doa$tNa.a portal.

Im.II lW.mtl 19,, 1, 1tlBJQ Jmliln l~ia llR~tii ........ ,teso,.. •ua tor det.nd.uttcD ot t'Ne-tlolf c .iu.. Ud bllekfttAr protue.. ·

AiMIS'9 1!14 %t!i ~i!a (pg ~9:Mc taae!e.tmJ!!l.ntu CJOtr la\tl •-st..tto hMd porv at\4 atillirlt wUJI tor dewr­ainatlon or oha.n&• u,. trf.cticaal raistlme or cCJtor.te tlcw aurtao• due 'to aliu ~h.

!Mt tae.Uiti.a wee irlcorpna\ed til the 4:eaigu or '\he toll.owislg p,ototne ,truotUJ'O: (1) &ac•l'l..O*t a.i Cr:,etal tlllll outl•t woru a\1llilta 'bUiu tor ~xrt. ot ~o torcea acttns on the atxuct\tl'eS and tor-~ or atrJ' atJIW:ltln'll "a.otlon; (2) outlet woru a~ro111tte.a ot a.41 Dall ad Jlonow Po!Q\ DIil to~ .-..UNIIH'lt ot pNanret, ill Ull 1'1cittl:ty ot a•w lat aloU dew.l.qled during ~ ao4el •tv.dlu; (l) two tlw-tl.ow tumlel• •uh Oft the san ~ U4 ~.tr:unau hoJec'tll tor ctet•mattoa ot b3draulio Mo\ion coettioieu ot oomn\e \urmel lll'liDIJ (4) 1Jwerted •1:pho.Qs ot the t4tba:N-COlua& c.a1 tor --~ ot iuln -.4 ouU«tt t-Nn8S:11• .bed loll•••

Sine• the Mrl.7 1900'•, •f.nuaoidal. vartatione in the pour outpit ot hfd~tJ'ie Jlaia haw bNn o'baeJWd £01! cel'Wu c,Jeft:HoC comit:tona.. n.c ~1.iom an ftt•rn4 to u ttpaNr nt.u,a .ft

Sbd.lv vuuticu ue *1Ao Qbnr,ect in the dfttt. t\lbtt ~ and ve ollle4 •a.XU\ tube aurp,t ,a f1- trequccf.u of ·the VU'f.e,... U01Vt •N in the nna- of 40 to ,o c,-clN pi1r ad.Jmt«t ud the 1111J)l.1'"'4M.., be u h1ab u 100 )*roe'\ ot Iba ooftlll ..-ntar cmtpv.1'. ronunawq, ta .-t. ou• ill• poor nS.aga and 4nlt iuoe ..... ue JIOt pmaent 1fhe. Ull1ta u. oPtn,tinc a\ tba1r duipd

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JJO!At. BOlfever, 4llriDI atartup, ah\ltdown, partload open.tion, UIS ,o,rie operati at otblr than d .. ip hea4, the uit.t pg.a~ er operate in what 1• e~ known • • roq:b .ape\. SUlta:lned °"ra­\lon 1A th1IJ l'Oup epot i1J dill&NO'Da ·~ to tile q:Htn.t,on; .&n4 to ibe •ctdner.,.

A :aodel •tudt ot dn.tt. wl:iN,... belQI\ to tnvdtieate t.t. baatc properties ot ~ and to po1aibly unity tba Y&l"1ou.a t.heoriea 4ucrib1ua; th18 unnt.bl.• pbtuemltnon.. A ~ UDdeNi.u:oa ot tM now coaditlon# ~ lead to a ra\1oml -.am, ot •lSa:lmtll'II or Ndu. 1»& the problM.

Qriainal teats •re 184& with • atru.,h\ oODio&l 4n.tt tube .too. it l'el)re••xrt• a aimplitled draft tulM tona.. t'*ta taken tJ'Oll the •'U'&ight dftft tube ue bet aq,and with •• m albetf-type dN.11; tube. 'llw elbow-~ tube, a OCIUllCD tora tor J)C)Wtrplin\ :tutall.at:l , o · Uoete the ic now pat'4tm to eeo0ftdal7 now 1ml'oduc d ·by' the bend. In addittoa, varl field expedient. hav• been Ill.de in th6 aoa.1 •lbow to 4-t•mi• ,i.1r etteot 1n ffdu.ctnc th 8Ul'l1111 and elild.MUo, tlow conoctrationo.

A luae nuaber cf nt•NDOea: bave ~ .. aem'bled fl'Om • 'Wide vari•V ot dieciplil)I.$ Which baw continaed oba•nat:tou made in bo'tJl md•l•.

n,h mwv Id MYU!!!

TM baffle am a;,pam owlope4 1D tbe a,dl'fWlio ~ rat.or:, tr.:>:1 cl•C11na hdiment tftll the &rllftl in T~l a ftBh Spmd.na Chri:rm,el wu •bQwtt to oi,erate •r.r ati•taotorU.y by teat& c~ 1n \he S-.toot-deep nue. fbe -,paratua aa eao t•ted t.o 4-t.•nd.• it 1\ ocwd be u.ed to ••t.alllf.•h • ftloc1t7 barter tor orowc!ill& (JIOT.lt'i&) ..:11 fl.ah out ot tbl dwal~e •wntt'al Ob1.1metl. ~­tat. at •a.tee of ltl am 1:2 \lllbJs t.blt Jrcude *4ttl law to •cale aU val. t l\14.tna \he a1A ot 'tht gravel wn • tor prototype 4iaeharg• or ?,O,. 1.100, 1,600, an 2,400 cllbic tHt. per ••end .. V•rU.o&l vel.oc1t7 41-t.J:libu\io re JIIU1U'ed with the b&trle an• n!#e4 to vartou ,-tt1o CK>w t. cram bed. The naul.w a.bowd th&\• --.n wlcol~ \U!l4er the b&ttl• ta'- ot , t•t per MeCa4 PMter could be 111lil:l'tUne4 witbout •eourinC the apamnc craWJl.

A a,atem tor mord.tor1na oxygen acriwnt end v•lot,i\y ot ttw n\er IQO'dna throll&b 'the apawniisg JNftl -. 4e"1oped b) the l•bontor.,. PbiDI a1ld electrical oonduo1clw will be italnalled in 't.he ~ clUIDnelJI durinl coo.atruction. Portable tJQ.Uipmn\ tor the Nlt ruocit7 •thod am OJYpn det.erallllation by ~ er lllthod Will be uect tor• ureaeD\8 at tbe n1M natioaa 1n taoh ot the dllll• purpoa• •ifllle-purpoee apaaug cl'mntl.8.

62

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Xruti.n l2Dt t11:tc BaPid W.U\U'UIAW .......... for t,bl!t •COACI time Oil tn. ~ tnctift t'Ol'(Je _., :reubte (IQ Puwll 1111D canal, Jenell tJAtt., Ui441e k>\lp D'J.'futon, ldAaOIU"i BI.Tff IUf.n ProJ4Jo'1.. Bouadar, •bear •lxt& a Pruton t.@e,._ •oil abear wlth a pombl• ft1A ahMr ierior a4 'feloott.,: 41atr11Ntlon with a P?udt.l Ube u. the ~Jlfilte --- A pl'llh\1J'e tftndlleler an4 Neorder with power •uppli«l no. • portulA motor caentor .. ,. used nt.h a Preaton tube aid the P.ran;l'\l tube. the \bl'N •peotal

fta1 depth con\1'01 weil'W at the downstnu .. ot .a.ch tn\ ruch won Cfll1brat.ld brl trM flow Qd tor nbM:r&-4 comS:\iou in the J.ab­orato17. An electl'Ollic ~CIIPA•r a4 J ... y plottell' were uted to ,s .... the but. •thaa\ie&l ~ tiom tO'I' iaoh&rl•, upetftUI a.pth, and down­.tnu depth. 1'M ftlJ\ll'ia ot the~ will upro• criteria tor 4eaip ot Mrth anct ea'tthl.hled o..i..

amum. J!ttr §bdla

The JIOclel •tu47 wu c lewtl 1n which t.M :raoru of ••l.J.De wawr rraa • two-part uta:r b7 .. 1i. ... nUAf.-4. !be ~r ~ ot the aquiter na ttu Gd the lower ~ ot the -ius.ter waa ,o t1mes re permeable a1l4 1!1114• trm oovae n.n4.. The two-pen •q\l!tff repruuta an id..UN4 portion ol • fllll.q. J.\ \he 1-ah­Qi ot eaob t•t, tbe equlter _. charged witb aaline nwr (appronmai.17 6,000 ppa) whi.ob waa 4Ye4 bl•• 11Mb wawr •1m.Ulatirrc !.niptiOl\ awr ._. in\end.tttntly appli to tbt al'OUD4 aurf.'a •· The •'fttJllld or t.tw iat.l"tace be't.'t'Nn thit trub :rec.barge wate:r cd the' bl• Nlf.lle wh:t ,... :recordd b7 t.Ulld a41queme motlon pioturea a'Od etill photoCftphs.

Ccmtructicn of • 60-too1,.,lonc bJ 2•foot-1'1441 1.ff 2•l/2-tooMeep \1ltii,e tluae to •t.~ «ntnac• h'om elopiq f.ni,a'\ed 1aD4 wu omipl•W. Jlol.Ulted on 16,,.uacboodnp I•..., ad raised at one • bJ' cbain boietJr $ a •lei* ot &ppl"OXiately 1, JHH''Cent ca be acbia'ft<I With the tlWle.. Tl:Mt tl wu tilled with MDI, tht perool.aticm of the dl"Ul'lag• •ter bei mi.bl• thro h tbe traep&r.n:t •14nall ot the rl\UIB" TM aquitff NOhui• .nd dra1nlg4i s,•tuta &r. deat,ned ao Reh.Up ra~ee and dnw& '11)4loinp can lie YU'te4. tm'\Natftte tor ••~ no~zp l'llt•l •ter iable profile betwa dndna, and for aullrlnc 4nlu ~- llNI beiu I uae.mbled. t teai. will be lade to 4-t.nd.m the Jll.08\ tcoao.loal. a»-chc ot aptow.tural draim •h1oh ftl'7 h'm one •ml to the other or the ,1op1n1 land. feftr drains cO\lld pn,bal)ly b9 uaed 1t Jmotrleq• wa avaii.bl• to use th• opt:lswm *P&Cina. r.na )Qdnulto model •twU.o 'ldll be ~••nted with -1.eo't.rtc ~Oi w 41cttal OOllPUter .wtw.u ... to achieve• wide

• ot J'fful'b. applicable to~ aoluti . ot .t1eld ~ robl«a111. ''In plae• ptl"IIIM 1lf:t1·· teaw wre a-tarted the t:1M and 1f1\b u •venae 4iue\el' or 0.2 -·

6J

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1;11!!! 20

A model •tudy of draft~ vu pn to reub a tter vndewt&1Jdina ot •U'.l"lt am to pontbly WU)' val"iou theorlas pei'taini to~ p ~. B-1516-16,

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!!E!'.! 21

• ainftra •re -....vi the dittt'ti'. rut ot bJdnul.1 h l"in& ttorc•• cm a ft.ld ca.aal 1'b.eu watt an IMlde to nalate the r.1ai•tance 111t7 ot e 1 euth aaterlal• to el'Oat<m t'orcea ct the tloviJiJl vater. A · rut.on me&r Aeffloped. 1n the la'boratoq adap tor UM on fiel.4 canal• ta the heart or tbe •l ti'Oftic ~ •rsta lht.M:1:. a:-1586..t.D..

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~ s uai,a.d tlAI. m ae rmm Man luee -4 1'N411'YOtn are Mt\.&Nlq amlit1e4 1-n th:M ol' re 1.-n. A eQlll:Oll cOAIU. t.ion 1D n<>lW&• iw•i"'fOln u ti. ~layer •tftttuoatlon oa:Mtt.1.iq ot • WIU'a, 11N 4_.•, u.p.pt~ l.aJ•r (epiliad.on), a tMnal paditJtt (thel'IIOOliM), &Q4 a cool. mon dw• loeer le;,er (h.)'pol.111.don) • TAU .t.n.tUica't1oa Ol"'di.Qanq OOOUJ'j dv1na tbe r i\b9 • In late wmwr ud euly aprtna,. sun'ace cooUDa caua the reanoir to be or ntarl.T unuon taptra'\u.N t~. S\re:t1Ucnioll 4ut to _ 4caaS:'7 dittaftDICN -, wo be oauae4 b1 •..Simtllt (dCMttty mtdwtlow) or ulJ.xd.\7., • ill ,tui •twui.•. th• luft&\l ot leoluaticm 1• tatereawcl in 8'\nUtt•I with ftllpeoti to 1'\8 •tteet. .. nter qualiiy-. fbeae NMUC.b. at\ldiea ve beill& uoW to ,au Wo29.tlm a the ~ ot atratU'1e4 flow in ree•ncd.n, 1Dolud1rJI ett•• ot t.:be Nlltervob bDundart•, de'fltl.QJ)llell\ ot llttbod.l ot ••ltcUYe Witb-4rnal, and artifiot•l 41.tera,too or nmlttcatioci.

at1t atlr %•Ult9l1iu: A .-. ou.1 tat fuUf.ty 1* 1*1 \lUl.1Hd in conJ 'tiorl with the hiah-1*4 . to •stetld prua\ lr.nowl • ot pw aeal ctuip to PNUUN beds ot 600 £Mt;. 1'bt tac111ty 1• d .. i.ped wi'lb • t'ixed­••al •peotMu --, • ao•bl• ,au ••t. ti. •••l <rt.n be newed and pho~ throu,h clear pl.Utio w:l.ndoa u the pi. ••t ia mftd to •uul•w a•t. optmlJII or eloau:re.

lle:twl:1: k!:l1Pr tut .lm?n. ~ a,dM\.llica Braaoh a.,on Mo. Jb'd-'64 wu publi•hed on tbe wata pe;r. toftlltd on iht •leotrl.cal lo,au; tibod ot 4tttec.'ftiflc •MN• lc;iq•• in a 7>toot•l1»JC 0.-.1. ll"tri.cal loatnl •qu1paoent, ordinarily Uled tor lOQ'ing oil uMt •'-r well.a. bu bHn t.e•ted 11.l field f.taala and 1n labon.tory flWDM to ewnd.al it.a •t'ulDe• 1n de*tiltC •npq• troa aa Ml'th or amh-U.raecl canal. teau • .,. Jlllde 1n • 7,-toot-lcaC \,' 2-t~p aml aptteial.17 urqed. tor •..-a• tuta. O\h•rr tdta an •d• 1 1aboratior., tlUIIU tUlH with tine •ud to S..olate am iditntU:, cnmto•l and electl'Otlio J')l'1nc1ple• inwolftd in loa&iaf cpenttoza,.

f.be J.onina pl'QCidm'e proYides • cc t:ltl\.lou9 •trip obart. i-eoord which chow vari.attOllfl 1n c1eo,r1ca1 l'NbMOCe ad 1n nat.unl elects-ical voliqe tl'Cll poS.at t.c poin'i (betwtm'l eleo\mdea) al t~ bottoa and 114N or the c..i. Volt-,• and re•S.~• 111uureaeaw an Jll4e by' uttblial'd,q ccmtt.ot 111th ~• oaal bottca by 11118W ot electrodd •l*'ed ••wftl Ol' JDCN t•et apart and «raaina the el.ctrodee at aeftntl atl .. per boul-. Tena u. beiDa IIM:le to

66

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det•l'lld.m tM be•t 4•1P and materiau ror the eleotrodo that 1dl1 proYide readblp which will indioate •NPli• &lid 111.U mt, at \he •ue time, indioat• other elea\rocbg.1.411. pmnaana. The maln dif'• tioul\y in interpmir.l; recoiu ie to aepuattn, I.Dd id•at;ttyti,c tbe Ml\Y nco:rded. atpalt. to be a.bl.• to drl ft -1orJfl • caal be:ak IIZ1d Witb ~ et.iuipJQtm identity reaoi.t ot ttwt oanll that haw lqh aeepqe rat.M W<Nl.4 be a peat &d'flnta,e to open1ora etid uaen ot earth ea:aal sya-.a •

.lil!!dDC OSI.ff . Pa!;mlstc •MU (ll4I or the thNtt pemtooa at nut:na ColP DIil located neu Y•mal, 'O\&h, _. used to d•ve10,p rad:totaotop41 hamlilll and t.eatba \eoh,,, ntquea and to proYide tntonation on tb• dlttwl1an oha8CtnuUc• ot • Kct1oilotop.-wtAr mixiUN 1n a ah$l"t coalm. t. !he Pl'illill7 ~· ot the field es;periant wu to aid in the •nlution of Ndlot•otope inJecUan and •uplJ.na eqUipaent. -1 to eatahlt•h pxo,.. oeduna ot l'dioiao1op4t diJtebaJfl• MUUl"Ulmt. file ex.peri»:ftt .­•ohefuled 1x1 aonJunct:loo. with a uceptao• t•\ of 1'U.rb1ne lo. 3 4\Ui.n& Januu., 1966. 11:JN•r, epproval ot \be tJtah SMte De~t of a.1th for uae ot ftdioactive -.noen ill ti. wat.er l*'•inl tbl.lCqh namSn, Gorge PoNrpl.mt wa not. aiwn 1tl t:ta to p,erton tbe uotope •JQ>erJ.afflt at. \be it.at ot t.t. t.Ul"bine test. Tl'Mtntore, the ieotoJ,e teatt _. aohedu.led tor • lt.teJ' 4&t•. Approval ot tbe Utah Stau Deparbaent ot Health tor S.QJ.eetiOll ot l'l41oaot1•e Gold-198 imo the water puainf t.hrot.tah fl•nd:n.c Gora• Powrplaat, tn oonceuua\10Ufl ot not moN than , x lJT' c/114 ot tlowf.na ntel', ua l'eOeiftd in July 1966. The t1el4 t•t ft.fl partol".lllld in AUCUlt.

A dltteren\ial pJell~'V'Pt at.r ooutNO'kd M pan ot tba •pinl c- ot Turbine Jlo .. :) aa oali'bra'hd by the pnaaun-J10MUtua Mtbod (Gibson) d\ll'ina the IU\lill'11966 acoeJ)'W'}C• wet.. Tb1a spinl cue no .. ur cali.bwt1on pro'Y.ld-4 • aua ot _...\U'i.aa the turldn• 41a­c.b&:s• !n4epemlently ot Ute: iaotopa MUuraanw.

r

11l'QN 2l •l'IOU the nlaUff location ot ftfl.W.P•at Ud taoil1ttu u-4 toJ> ·\bo uotope ••rl•nt.al ..-v.taenw. P?enure inJ"t.ion ot \be ieotope traoe1-, Ool.4-198, wa • thro411h • lll'lon t.ube 1mW1"4 thl'o\llh the mmbole oover ot '4mnock lo .. l loc•ted in an adit of the du tillinc llna plle17 at elefttton '86,. the 1\flon tQJeotioQ t\llM - extended troa an ad.Jui.bl• .t'lcw-nte pl.Imp, 401m • ,O...inoM1Ultter 111rtwq into the pttnltoak tl.t.>w. The inJeo't.ion t11be,,.. qohoftd to laddel' ~ in the ll1IDW1 and to a piece or piptt tdlat -.. at,aobtt ¥&r tu lower •ad ot tha J111111R1. Tbe Q\lt,. let end ot the UlJeetion ~ waa lwld abou.t 1., r .. t. bel~ the c10U or t.be 10-~-\er paistook.

Cou11.rwoua•tlow ater •uplea •re 1d:tbdfta tttea -tw point.a in t.i. tUl'billtl wa\erftl'J coe point _. upa\NU. of the turbine runaMtr «n4

67

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one potn1. wu downnn• ot the 1'1lmtr. The a-,le taken upa.t,reu ot the X'WU'leJ' wee o'bttaf.ned tlu'ough tu -tvbiiw mrt-bnd pieSOllleter• l.ooakd in the ponat'tOok wall at the 11>inl cue f.nl.t. Thea tour l/ 4•1nch•~Uuet..r pie&oater opem.na• wre imuto14ed lV' l/ 4-1.Doh pipe). A li tsiu pq,e ,... &:dended t.o the ilJotope aupl• tank located ~ uen noor lewl a · ve the t.ur'bine. The •&nl)le taken 40Waltreaa trca t.h• turt,tm 1"\lrmer wu wltbdron t1'Cll \be dratt tube at a lcoatton abollt 18 inchM below O. bo\taa or 1.be dr&fi \\lbe 11Mdoor ,mere a 2•inoh blowdom air pli,e wu ormeoted to the dratt. tube. A aall edtrltupl P\1111' ._. CClt'llWCt-4 to a rubber hoe• and to the •11" blcWd.own ptpe.. !be eupl.e ft"Mr wu p d up to a flow-tbroup aounttna w:ra locat-4 on tM •- l•'ffl u tbe upat~ oat.mtin, tult. !he two o t.!:ac tuar we.re lued on oppo,,1te •14•• ot & ,O..tnoh-•qU&N cooontt• col\l'Jlb to prevot iaotope utaeicn tni.rterence betWNn counten .. SoiatUlati det"ton wre iut.al.1•4 1n '\ha \aDi:a and \be 11 U'ieal CCfflllmtora nre estel14ed \aJ> to tbe inatl'WlltD.1. truk located on \he transto-rme:r

4telt between the powe:rplant tw.ldtng and t.he d -..treu taoe or the du. Tbia • w.paent. prod~ a am tor ~ralaaiio of :uc?Jar,• n.tea by ue ot tbe iaotape ftfot&l eount• atboel. Diaol:larp •u­\U"eJIMln:ta •re ad• from •upl .. takes bo\h ~tne Ud. downatrea troll t.he t.l.U'bine"

h••r Mc!fUDP!Dt. Yd Csm:lm, Repreaent.at1 of '\he Brcoo IX11'\naaant D1vu1on, i.traon 11.ot.rJ.c COflPlUT, Batfiel4, PllnUylftnit., demonlltratff • 2-inoh tlo• indicator am controllel'* tor Denver Of'fi e penouoel 1n A t 1966. ~ a re1ul:t or the h.TOl'&ble deaonetraticn ~ tollO'ld.fw ducuaetom ot th4t ccmtroll•r, tM company repftletttat.iw• .ret.urmct to l)mver in lkrtuibtlr "1'11 a. 10-f.mh prototypt o~ • tlow indtcator bd controller ror dUIOU!ttration.

the ~n:U ot the tlow lndic•tor,..oont:roller Wll8 wl\ileatH b., people hoa the De :nr i:,.tp Ottic•, Pnteo field D1d•tou, CQ'tftl vaue,- ProJeot., we.iiana ater Dtnrlct partioipu.ta iA t.be 1966 lrrlption Operator•• l'orJrahop. fb11A t c011t.rolle1• wu 1:1 the l•bonto:17, ti. bead lea or the •t.•it wu :eaU\a'ed, t.be C \1"01 &Gd • \off Obafto'\eriAt.le& Wnt Ote~d.t and a Oalibl"&• ti.on curve ... lade tor '\he proto\JJ,e ccot.roll•r.

rat.ion or 'lbe cont.roller na aatiata.ctory d rS.n,I the riod or a tntio • . . .After the deaio.nnntioa, the Jrooa Inst :r.

nt Y.1.1ton abipped ~ cosr\rollctr to 0.UtC>l'l'WI tor field t.eeta ne&T heano at the ~t, of NpnM :tat.S.yea ot t . leeUtlftda water J)ia'trict. TM controller .... o,-n.\ed tor about. 6 weka 1n • pipt­liae diat!'.lb1.1tton .,-tem M&r J'Neo, Celitom!a, tor t••t ~-

68

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NWS El. 6040-'i=

Test WS El ·_!_Cl3~

..... ·.·

.•, ... ••• • • 1' ... ,• . .

.-:.:...: ...... ·. :~ : . . . .

,,

/Instrument truck /

I I I I I I

~J6,000 kw generator 1, 50,000 hp 'turbine

, •• ... • • •• t

·:. ·.· . . : . · .. . . .

' ' I I

'

5578.5 \ I

Sample Tanks-"' .' Sampling locations

.-FIG URi_ 22 _ ! FLAMINO GORGE DAM AND POWER PLANT SECTION

RADIOISOfOPF.S DISCHARGE MEASUREMENTS HIGH HEAD TURBINES AND PUMPS

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an4 returned to Denver tor •nmSnation • .,_rt~•_. oosw1dered to be aatiataotor:, 111' tield penmmel. hct017 re,naentAkt1va ~ USD deaip.S l"eNlll"Ch penoxmel participated in the ~lion. Diau•ablY diaelosed. oonotion 4-,oe!ta on the Jd.ld steel Ud &lUld.l.UI Pl1'ta of the oOXltl'oUer. '*• aurtacea are to b4t p~ teoted lq' • suitl.ble coa\tnc m by atai:nlAa• aieel comtNotion 1n the pJl'Qd.uat mcdel or the •ter. 6ed.1Jnent 4epoaita tn:a. the water wre touad 1n the Olitl'Ol pt.ton. In po.tu quantt ty, thea• could o•ua• dittic\llti .. in thfl operation of tbe •t•r~ To aid 1n t;he Ndetip ot th18 met.r, ruedial JNaaw:ea, inoludin& a p.ro'f141on tor periodic t'lu.a:td.a, ot the pf.etcn, Nft Uaoun-4 wi\b tbe mama.­racturen. A.nar NUamabl.1, tba eoutroller -... ablpped to the Hattteld, hm:iqlvania Ottia ot the lb"c>cka c~.

70

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SIC'IIOll fl •-GIIIML DI8'.t'lUIU!IVI AC!IVITIBS

A. General Dacription IJ:\d. I4.titicat.ton

J., Speci41J.. A,ctiYl'tiu

l.. llebenh1p in hchnical. Or91U1u.tlou 2 .. PTot•••1~ hpeft 3. Ccmt11\'U.i.D.g Kucatf.oa ot statt 4. llcblbit•

A. Ocmeral »ucrip~ton ana. I4eat1fication

Coate ot tb.1• ottiee cou1at ot thi'M p~ipal eleMntlt dinet cnrse•, pura1 lldmJniavative ~ u4 pnen1 cltatrtwttw ·~•· Direet-cb&rp pro.1tct• are •tntate-1 thl'oUp t.ha »N>­ataa proc.,ee• VhUe IPfl'8,l e.d.lli.a1atrat.1ve and general diauibutive expe:ue co.tt• are adllinl•~ t11 ~ ot the office 'buiSpt. A d.etaU.ed llattna ot the coat. catagonea ia :toUDd in Section X.

1l

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Name Member-

Martin

Peterka

Wagner

. . :

:

:

ship

Fellow, ASCE

: Fellow, ASCE

:

: Fellow, •· ASCE

:.

B. SPECIAL ACTIVITIES

1. Membership in Technical Organizations, Registrations, Etc (FY67)

. .

Membership in other technical organizations

: International Association for : ·Hydraulic Research : : Colorado Chapter, Society of the : Sigma Xi : :

: Colorado Chapter, Society of the Sigma

: Reclamation Technical Club : Hydraulics Division, Colorado

Section, ·AScE . . . .

: International Association fo·r Hydraulic Research

: U.S. Commission on Large Dams : Colorado Chapter, Society of the

Sigma Xi : DFC Professional Engineers Gro~p

Reclamation Technical Club

. .

•· .

. . : :.

. .

. . . .

:

Registered professional

engineer

Colorado No. 1086

Colorado Engineer and Land Surveyor

: : . . : :

Other

Chairman, Water Resources Coordinating Committee, American Society of Civil Engineers, 1966-68; Chairman, National Advisory Cammi ttee for the Inter­national Hydraulics Congress and Hydrology Symposium, Ft. Collins, Colorado, Sept 1967

: Member, Colorado Section, ASCE

No. 3650 :

ASCE Representative on Work Group 4-­Liquid Measurement in Open Channels by Dilution Methods, Committee TC / 113 of the International Standards Organ­ization

Colorado

: Member, Value Engineering Team No. 1 Chairman,. Value Engineering Team No. 6

: Reviewed three papers for Hydraulics : Division, ASCE Publications Committee

Participated in Irrigation Operators : Workshop--Nov 1966, in Denver and Dec : 1966 in Logan, Utah

. .

Member, Colorado Section, ASCE Member, Task Committee on Outlet Works,

Hydraulics Division, ASCE

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Name

Enger

Carlson

: Member­: ship . .

Member, : ASCE : :

:

. .

: : :

Fellow, ASCE

Schuster. ASME

Rhone

: . . Member,

ASCE

B. SPECIAL ACTIVITIES--Cont

1. Membership in Technical Organizations, Registrations, Etc (FY67)

:

Membership in other technical organizations

:

: Association for Computing Machinery: : International Association for : Hydraulic Research : American Association for Advance-: ment of Science • American Radio Relay League : (WA¢KBR) : AGU : : U.S. Committee, International

Commission on Irrigation and Drainage

. •. . . : Colorado Chapter, Society of the

Sigma Xi . . : Reclamation Technical Club : Lt. Col, USAR, Corps of Engineers,

Asst Instructor, Command and General Staff, College 5046 USAR

. . School

: International Association

: Hydraulic Research • Colorado Chapter, Society : Sigma Xi . . : Reclamation Technical Club

. for

of the

: DFC Professional Engineers Group Colorado Section, ASCE

:

. .

:

. .

:

. .

:

. .

Registered professional

engineer

Colorado No. 3195

Engineer and Land Surveyor Colorado No. 9'22

Colorado

Colorado

:

: . . . •. : : : :

Other

..

Member, Hydraulics and Irrigation-: Drainage Divisions, Colorado Section, : ASCE

Member, Denver Federal Center Profess ional : Engineers Group . ' .

: Reclamation Technical Club

: Member, Society of the Sigma Xi :

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Name Member­: shi p

Simmons : Fellow, : ASCE

:

. .

Dexter :

Falvey Member , : ASCE

Beichley Member, ASCE

King .

: :

Associate : Member,

ASCE

Colgate : Member, : ASCE

B. SPECIAL ACTIVITIES--Cont

1. Membership in Technical Organizations, Registrations, Etc (FY67)

:

Membership in other technical organizations

: International Association for : Hydraulic Research

:- Colorado Chapter, Society of the : Sigma Xi : Director, Reclamation Technical : Club • DFC Professional Engineers Group :

: International Association for

Hydraulic Research

Bureau of Reclamation Technical Club

: U.S. Naval Reserve Research : Company 9-21

Colorado Section, ASCE Vice President, DFC Professional

Engineers Group : Reclamation Technical Club . .

Reclamation Technical Club Colorado Section, ASCE 500~ Research and Development,

: U.S. Army

:-

. .

: :

. .

Registered professional

engineer

Colorado

: Colorado . .

:

:

:

EIT ( Georgia)

Colorado

: Colorado

. . : Colorado

:.

Other

: Member, Control Group, Task Force on : Vibration in Hydraulic Structures, :. ASCE : Member, Hydraulics Division, Colorado

Section, ASCE .. . : Reviewed two papers for Publications

Committee, Hydraulics Division, ASCE Hoimitality Committee, ASCE Convention,

Denver, Colorado, August 1966 : Chairman, Lay Advisory Committee, North

High School, Denver, Colorado :.

. Reclamation Technical Club

.. .

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-----------------···

B. SPECIAL ACTIVITIES--Cont

1. Membership in Technical Organizations, Registrations, Etc (FY67)

: Membership in Registered Name Member- : other technical . professional Other

: ship organizations engineer :

Palde : Associate Colorado Section, ASCE : EIT {Georgia) : : Member, DFC Professional Engineers Group :. ASCE : Reclamation Technical Club . : . . . . .

Isbester : . Reclamation Technical Club : . : .,. : . . " Dodge : Reclamation Technical Club EIT :. . : DFC Professional Engineer . : . .

: . MICH Professional Engineers : : . : . : .

Zeigler : DFC Professional Engineers Group Colorado ~ : . : V1 . :

Kuemmich : Instrument Society of America . ' : : :. Reclamation Technical Club : : : Colorado Mineral Society : : .. American Numismatic Association . :. . : :

Page 79: HYDRAULICS BRANCH SUM MARY REPORT€¦ · i . ' . hydraulics branch hydraulics branch official file copy pap 23j when borrowed return promptly sum mary report fiscal year 1967 bureau

----..-..--...... __....._......___~-----------------

B. SPECIAL ACTIVITIES ··, .. - ... __ 2. Professional Papers and Lectures Prepared, Presented and/or Published During F"!67, or in Preparation

Author

Martin

Wagner

Peterka

Title of paper

: None

Performance of Glen Canyon Dam : Diversion Tunnel Outlet Works

Problems in Operation of Glen· : Canyon Dam Tunnel Outlet Works

: Trends in Water Resources : Engineering . . : Problems in Operation of Glen

Canyon Dam Tunnel Outlet Works

• Reviewed the paper, "Sudden Enlargement Energy Dissipater for Mica Dam Outlet Works," for publication in Hydraulics Journal, ASCE

:

:

Water Measurement Lecture

Publication--Water Measurement Procedures - Irrigation Operators Workshop 1966 Used as a handout for Workshop meetings

: Parshall Flumes, Report No. Hyd-565 ·

: Resea·rch in Water Resources : Engineering

: :

: :

Meeting (place and date)

: ASCE Environmental Conference, Dallas, Texas; Feb 6-9, 1967

: ASCE Student Chapter, Michigan State Univ, Lansing, Michigan;

: Feb 2, 1967 : Univ of Tennessee, Dept of Civil

Engineering, Knoxville, Tennessee; Feb 6, 1967

: ASCE Student Chapter, Univ of Tennessee, Knoxville, Tennessee; Feb 7, 1967

: November 1966

: : Irrigation Operators Workshop, : Nov 1966, Denver, Colorado

Irrigation Operators Workshop, : Dec 1966, Utah State Univ, Logan, : Utah

:

: . . : Univ of Illinois, Dept of Civil : EngineeringJ Oct 4, 1966

:

:

. . . .

Paper published

Slide-illustrated presentation

Illustrated lecture

Illustrated lecture

Illustrated lecture

Delivered series of four slide­illustrated lectures to conferees

Delivered series of four slide­illustrated lectures to conferees

90-page illustrated paper for use with above lectures and for daily use in District and Bureau Offices

64-page illustrated paper explaining use, installation, etc., of Parshall Flumes

Illustrated lecture

Page 80: HYDRAULICS BRANCH SUM MARY REPORT€¦ · i . ' . hydraulics branch hydraulics branch official file copy pap 23j when borrowed return promptly sum mary report fiscal year 1967 bureau

' ,r- hiHt

B. SPECIAL ACTIVITIES--Cont

2. Professional Papers and Lectures Prepared, Presented and/or Published During FY67, or in Preparation

Author

Peterka (cont)

Enger ~ ~

Title of' paper

: Hydraulic Design Practices

: Applied Hydrology

The Civil Engineer in Water Resources Engineering

The Civil Engineer in Water Resources Engineering

: Hydrauli.c Design of Dams

: . ~

Abstracted Bibliography on Erosion of Cohesive Materials (Coauthored with Smerdon and Masch)

: Analog Computer and Everyday Problems

Course in Analog Computers

Carlson Baffle Gate Method for Cleaning

Holley Schuster

: Salmon Beds in Canals·

:

: Radial Diffusion in Turbulent Pipe Flow

Meeting (place and date)

Paper published

Univ of Illinois,· Dept of Civil : Illustrated lecture : Engineering; Oct 4, 1966 : Univ of Illinois, Dept of' Civil Illustrated lecture : Engineering; Oct 5, 1966 : Univ of Illinois, Dept of Civil Illustrated lecture

Engineering; Oct 5, 1966 : Rose Polytechnic Inst, Dept of Civil Illustrated lecture

Engineering; Oct 7, 1966 : Rose Polytechnic Inst, Dept of Civil Lecture : Engineering; Oct 7, 1966 :

• Aug 4, 1967--Naval Reserve Unit, Univ of Denver . .

Aug to Sept 1967--Bldg 56 (18 students)

Inter.national Assoc for Hydraulic : Research--Twelfth Congress-­

Colorado State Univ, Ft. Collins; : Sept 11-14, 1967

:

XIIth Congress, I.AHR, Ft. Collins, Colorado; Sept 1967

: Journal of Hydraulics Division, March 1966 (discussion open until August 1966--closing now being published) . .

To be published in IAHR Proceedings Reviewed the paper, "Energy Loss at

Pipe Junctions," By Fred W. Blaisdell and Philip W. Manson for Committee on Publications,

: Hydraulics Div, ASCE; Dec 1966

. .

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"".. 1 t t ---· - .... --~----- ----~----------~---------. ....... --.' ·--

B. SPECIAL ACTIVITIES--Cont

2. Professional Papers and Lectures Prepared, Presented and/or Published During FY67, or in Preparation

Author

Rhone

Simmons

Falvey

King

Title of paper

Closure for Discussions of ASCE :: Task Force Report, "Flow in : Large Conduits : . . :- ( :: . . . . : :

:

Meeting (place and date)

Fluid Mechanics, I and II (a por-: Univ of Colorado Extension Center in tion of the Engineer-in- Denver and at Climax, Colorado Training Refresher Course)

Hydraulic Downpull Forces on · Large Gates :

Closure--Experiences with Flow- : Induced Vibrations :

Heat Transfer : Colorado School of Mines

: Analysis of Random Pressure Fluctuations in Stilling Basins:

: Research in Hydraulic Structures

:

:

IAHR .Twelfth Congress, Ft. Collins, Colorado; Sept 11-14, 1967

Divi~ion of Research; May 5, 1967

:

Paper published

: Coauthored • Reviewed two papers for publica­

tion in ASCE Hydraulics Division Journal, "Air-water Mixtures in

,Pipelines,•• byW: F. Nevin, and "Pressure Losses at Trifurcations in Closed Conduits," by Rau, Rao,

. . . .

: and Rama Swamy

Lecture notes printed and distri­buted to approximately 130 students

: Research Report No. 4--A Water Resources Technical Publication

Journal, Hydraulics Division, ASCE; March 1966

Taught a senior course for one semester

To be published in conference proceedings

: Lecture to CSU graduate students : Reviewed paper, "Periodical Flood­

time Swings in the Vicinity of Low-head Weirs," for ASCE

. . Hydraulics Division, Committee on Publication

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,I,.,.;,~.~---..-- .. -- ... -~-.. -~·--~---~----

B. SPECIAL ACTIVITIES--Cont

2. Professional Papers and Lectures Prepared, Presented and/or Published During FY67, or in Preparation

: Title : Meeting Paper Author o:f paper : (place and date) published

Beichley : Reviewed paper, "Critical Analysis : : o:f Open-channel Hydraulics, rt by . : : Praxitelis A. Argyropoulous :for . : : : Committee on Publications, : : Hydraulics Division, ASCE

: : Colgate : : . Reviewed paper, "A New Concept to .

: . . the Design of Transition from . . : : . Circular Shape to Square Shape" .

: : :for Committee on Publications, ~ : : Hydraulics Division, ASCE \0 : :

Isbester None : : . :

Zeigler : None : : :

Kuennnich None : :

Page 83: HYDRAULICS BRANCH SUM MARY REPORT€¦ · i . ' . hydraulics branch hydraulics branch official file copy pap 23j when borrowed return promptly sum mary report fiscal year 1967 bureau

Name

Martin

Wagner

Peterka

B. SPECIAL ACTIVITIES

3. Continuing Education of Hydraulics Branch Staff (FY67)

· Course title and number

: None :

None

Irrigation Operators Workshop

Type : In-service--Gov,

Non-Gov facility or military·

. .

Utah State Univ

: Credit Place Yes

(DU, etc) or No

: :.

:

Logan, Utah Cert

--- - ------~--------

. •.

:

Remarks (including other studies)

: awarded: Attended lectures on Water

Use, Water Delivery Prob­lems, and Canal Lining

Enger co 0

Principles of Management : Computers in Engineering Design

Education : Training on Drum Scope Monitor : System : Time-sharing Symposium : BASIC Programing Languages

Russian Translation Seminar

:. :

In-service--Gov DFC . Non-Gov Facility DU

In-service--Gov ESSA

·• Non-Gov facility CU In-service--Gov DFC In-service--Gov DFC

: Schuster How to Write Effective Reports

: Accelerated Reading In-service--Gov

: Non-Gov facility : In-service--Gov

Residence Opportunity Residence :. Improving Your Written

: Communications : Basic Course in Solid-State .. Non-Gov facility : : Electronics : :

Residence

: An Introduction to Basic Supervision In-service--Gov Residence : of People :

IBM Art of Dictation In-service--Gov DFC : Bureauwide Driver Improvement : In-service--Gov DFC

Program . . :.

:

No No

No

No No No

No No No

No

No

:. No No

:

:

: 4-1/2 hours : 2 hours wkly--July 1, 1966

to June 30, 1967

Opportunity School, Denver

:.

: 10-hour course

Page 84: HYDRAULICS BRANCH SUM MARY REPORT€¦ · i . ' . hydraulics branch hydraulics branch official file copy pap 23j when borrowed return promptly sum mary report fiscal year 1967 bureau

co I-'

Name

Carlson

Rhone

Simmons

Falvey

B. SPECIAL ACTIVITIES--Cont

3. Continuing Education of Hydraulics Branch Staff (FY67)

Course title and number

: Effective Executive Practices : Introduction to Basic Supervision

of People . . Introduction to Analog Computation

: Russian Translation Seminar . . :

: Command and General Staff College : Non-resident Course

: : Ground Water Hydrology and Flow

Through Porous Media

Type : In-seryice--Gov,

Non-Gov facility : or military· . .

In-service--Gov : In-service--Gov . .

In-service--Gov : In-service--Gov :

:

: Military 50o6 • USAR School . . : : Non-Gov facility : . .

. .

: . . :

• Credit Place

(DU, etc)

CE Office CE Office

CE Office CE Office

. .

:

. . . . Fitz. Army

Hosp & Ft : Leaven-worth :

MIT . .. :

Yes : Remarks or :(including other studies) No

Yes Yes

No Yes

Yes

Yes

Programed Instruction Course : Programed Instruction Course . . ! Programed Instruction Course

. .

. .

Completed translation from the Russian for USBR, "Predic­tion of Abrasive Wear of Francis Hydraulic Turbines," by V. B. Dulnev

Completed 5-year course, graduated at Ft. Leavenwortb Kansas, July 1966

Attended summer school at Cambridge, June 19-30, 1967

: Bureauwide Driver Improvement Program: In-service--Gov DFC : No : No

: 10-hour course : 21-hour course : Technical Writers Institute : In-service~-Gov : Villa

Effective Executive Practices B-21 : Principles of Management B-16 : Basic Supervision of People B-20 : : Armament Maintenance & Repair : Officer Extension Course . •· . .

. . . In-service--Gov

: In-service--Gov In-service--Gov

: Aberdeen Proving Grounds . .. . .

: DFC DFC DFC

USAO Center & School

: No No

: No

. . . .

Yes

:

: Maryland--Completed course

Page 85: HYDRAULICS BRANCH SUM MARY REPORT€¦ · i . ' . hydraulics branch hydraulics branch official file copy pap 23j when borrowed return promptly sum mary report fiscal year 1967 bureau

Name

King

Beichley

B. SPECIAL ACTIVITIES--Cont

3. Continuing Education _of Hydraulics Branch Staff (FY67)

: Course title and number

Relaxation Methods in Engineering : Advanced Scientific Russian : Mass Transport Phenomena for : Industrial Personnel : Analog Computer Programing : IBM Art ofDictation :

Type : In-se~ice--Gov,

Non-Gov facility or military·

Non~Gov facility : In-service--Gov

Non-Gov facility

: In-service--Gov : In-service--Gov

Methods Improvement and Work Controls: In-service--Gov Work Improvement Program Course Military

: Aerospace Defense Seminar . Military

: ! Environmental Engineering Seminar Military

:

:

:

. .

:

Place (DU, etc)

DU DFC Colo School

of Mines DFC DFC

DFC NTC, Great

Lakes, Ill: NORAD, Colo

Springs Ninth Naval

Dist · Great Lakes, Ill:

Credit Yes or No

No No No

No No

No No

No

No

Colgate Bureauwide Driver Improvement Program: In-service--Gov DFC No

: -No Palde

Dexter

Isbester

: : : Intergovernmental Career Development

: Program Non-Gov facility

: Bureauwide Driver Improvement Program: In-service--Gov

. C.E. 534-3 Hydraulics of Open : Channels· : Transport Phenomena

: Non-Gov facility . . : ' In-service--Gov

DU

DFC

cu

USBR

:

No

: Yes

No

Remarks (including other studies)

: Nine classes, 2 hours each : Ai'ter hours, USBR class

2-week course, summer 1966

During working hours, USBR 5-hour course

: Selfimprovement 2 weeks of active duty in the

Public Works Center of NTC 3 days

2 days

10-hour course

3 hours weekly, Jan 5, 1967 ~ to March 16, 1967

10-hour course

Completed at Denver Center

Completed in Bldg 53

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...,;,;.;.....;;:;=-----~-,.. ... --·-~-.....c........:-...=-...................... _ ......... ~---~-----------------------------------

B. SPECIAL AC'l'IVITIES--Cont

3. Continuing Education of Hydraulics Branch Staff (FY67)

: : : Credit Name Course title and number : In-service--Gov, Place : Yes : Remarks . . Non-Gov facility (DU, etc) or : (including other studies) . .

: . or military· No : . . : : . . . Isbester Extension Course Professional : U.S. Army Exten. : : Withdrew

(Cont) Engineer Preparation : : . : ~

: Hydraulic Design : Non-Gov facility cu Yes : Completed at Denver Center . FORTRAN IV . In-service--Gov USBR No : Completed in Bldg 56 . . Bureauwide Driver Improvement Program: In-service--Gov DFC No 10-hour course

: : : .. -Zeigler Improving Your Written Communications: In-service--Gov Residence : No Programed Instruction Course . Bureauwide Driver Improvement Program: In-service--Gov . DFC : No : 10-hour course . .

: : : : Kuemmich Sanborn Recorder Systems . Non-Gov facility Englewood No H. P. Neely .

CP Solid State Circuitry Non-Gov facility Englewood No H.P. Neely IJJ : : : Bureauwide Driver Improvement Program: In-service--Gov : DFC No : 10-hour course : : : . .

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l• addf.Uon to the project• l1•te4 aepe.ra.tel.y 114,lov,. a number ot tNl l uaipllnu _,.. ecapl.ttted 4urt.nc tile yn:r. 1be7 eou1ated ot ~ tor p~, Ulua~ratf.011• tor rqorta, end cover dff1p tor p&bl.leat1ou. AD 1:imt..UpUo.n ..,... alao Ude to dete.r­llialt Cil.Jl,hUtt1•• t.D4 coat ~Uity- ot local. CCQtMcton verau cont.Netcn t':n:a other areu tor th• COIUltruction ot a model o-r Liberty SUl>atatiOZl.

~.PCJ'V~,fel"l'Ain lladel .... -eoutnu:tion au tbu aodel, pl&ee4 Wkler cont:ract laitt ft•ni JMr, conttnued MU•h4toril7. !bou&b there h&q been 4.ia,a 1n c:outwctton_, it it •spect;ed t.bl.t in.st&l.l&t1on can •ttUl be Md• by tn u.. UM v111 toJ' eent.,- at Olen c~ Dea la c~. !bu ru, the *'4al .. 'been v.U rocelvc and ahoul.d .._ u ou~•tao411'11 41•»1- ~r the Center. De•iru wre prepmtd U4 contact• l•t for the fl'8Md locat1cn ap. to be imt•t on the II04el and. tor the -.w:ioaun to auniollbd and protect the •o4el ..

Colorado 81.ftr ll.odel ....... fl'QII the headwater ot Lake Milad tbrouah liua CADJOD io oi.n ~ Du. A cow of th1• aod•l, bwli arlier bJ '\td.• otttee, vu ~Nld. and returb1abed. !ht• wrk vu 40M at the NQ.ueat of the 1'eolu\l-1 IIDd ronip Services ll'Clab who thea ahip,e4 tu aod-1 to ~ Dinoi.Or ~ Beg1on 3.

BalUbov l!'J:Y! NoM1. --At the requ.t of Region t., ateaeive npaizs ~ iioaD'L:iiilOt:18 were Md• OD 6 COW ot tb14 aodel and; 1t na ahipped to ti.. latiomd Park 8'tn1c• Office at Page, utaona ..

·~ ~ .!!ia·~-At the NqUH~ of the luaine•• Manepr, wn ..a.,. o t •r aat ot th4t IIOdela &ad. otber diaph\J'a

trQlll ~ Boutbn.t Nit&suS.u ot luildiq ,, .. to returb1ab. tb.- 1n ov lboP, am t.o •" tba up tor ctuplq I.ti 1pace Md.a arulable 1n M141ng 5'. 'l'b\laAr1 ftw ot th.ft ucbiteotural model• ha.Ye been ~ u4 tt:14>.'r !Mlw beM1 ntu.rb1ab.ed. Tba four latter aN ken1ck Dua, IOOftJ' Dia ad. fio.1nlt7, As:14uaot1 lanch Dall, &Del. D&vu Dem. b fifth IIO&tl 1• Ola ~ ,-.

~~ ~I LobJ>z;.•-A lii&S ac&le II04-1 t:I tM l.obo7 lfrt'el vu :fabri• • · at the ftQWtlt Of tbCt 'fedmical am. J'onlp s..me• ll"tmeh to aid. thea. ta tbe plami1q of t.c1lltie• am 41Qllp to a iut.&Ud. 1n the &Na.

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Pin C0t.mtiy Facwt1 .. Nodel.••h•1ana were pnpuec1 ad• flt1• -- iiiiii•hed tor i& coutl'UC\1.on 0~ an o,-ratiq 4_,.~ratton IIOdel ot t.end.D&l ti.ah eow1t1nc t~Wtf.ee on Beach 1 ot tM fehua-ColUM Canal. !bU vu dOM tor the 11ab. afd Vildlif• Sen1ce at tbe nquut ot &t&S,on 2.

Gru4. Coul• .1'1dr4 P~·.CoutNCUon bu be.u •tu"W on a is 1200 acali iaii'. of · t buk enc<apea•iq ell ot tbe •tx• wdt 'third poverplqt ftcillUu f1UI tbft tonbll;r •nt~ to tu ta.ilia~ exit. !be 1111,1&1 aod:44 will lhov tbe total neavati.oa ""'1,S.l"CIINlnt•. InMl"ta will ~ oe ta'bncat.ct to show tu varicus st.pa 1Mdiq to tb1a dC&Ut1.ou pl.ua other 1Me:rt. to pon:rq the tacUit1•• to be iWJte.ll.S.

s,

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S!C'11101 'fll•-LAIOIA\Vat UPOBfS1 llfOIIIIRIIO MOl'OGlW'RS, PAPDS, POBt.IC.l!IOIIS1 AD !BAVIL IBIOB'l'S lSSIJID DURtlC 1!47

(UBOM\Oltt HO!IOlf F.tctUII ftLlfS IJfCLtml1))

Labora11Gr1 , mgrta fitlA AUtbor

Byd•S47 !ydnu1ic Model Gtu.41.e• or the Inlet 1). L. nna !rM&1t10A at ladar P\lll>ina Pl.ant•• Coluabia Juin Pro.Jee\ 1 Wubin,at®•• Ap;rU 7; 1965

a14 ... 555 flldraul.1c Model Stucll•• of the 1lov n. Colpte CbancttJrt•tic• am Air latn.J.J81frtt in the ~k ~n ot t1Ua Main A.que4uot, Canadian River ho.iffl, Texa.~ 1 1 1966

~-556 CAl'CILII> (1tQC17 cm ~ter tl.ov b7 Nlaxatioo. ~• to be publ1•h«l by P. P. Inger in the Water a.10\U"Me t'eclUtical Pw>Ucation S.rte•)

l'f74n.'lll1c Mod.el Stud.tea ot Nonow Point D. r ... kine :Dam Sp1llft1, ~ Worb, u4 PON:r• plant. 'Jlilft.e••..Coloffdo mv.r StoJ'l.llt ProJ.at-....eur.eant1 Ul'li\, Colon4o-Aprl.l l, 1966

lttnt•t1pt1on f4 • 8-iimb fn,palle:r c. a. Jll'OCkvay Neter-A\18'1,it 29, 1966

Lu<>l'll't.017 S\udf ot t. ft•chAlr•Pori.r a. A. Dc;4P' Ptmc1-d !ap4J Water now ...,...r .na. Bectlrder

~n.ulJ.c Ro1el St\M!t.e• ot ti. Intake '1' .. J. JlhOne ~t'lol.Otun tor tM ~ Wo,,_ ot L1 ttle Pa1»che CrNlt ».ttmtscm DIil•• Se Lua Unit•..Centnl. Valley ProJeet, c.i1torn1a.......J\uM, l; 1966

BJ'dn\11.lca Model Si.S.ea ot th• Spill• w. ,. Arri• vay.....Ql.u lldar Dlll•-HlNO'llri lt'ftr BuiD PJ'O.,.ot, hJulu...--.Tune 6, 1966

B7dd,ulic Mod.el. Sltadiu of POJ"tqt G. L. Be1chley Jbw:rtain J'»velOpaatlt Low Lwe1 ·Outlet vom-1rtt10 eolwabia, camd•-June ,.,. 1966

86

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LlllJON.'°J:7' '.fltl!!!• ' ' IY4•'63

!!~ H.1'ln.ul.1c• ot S1Jat1fi.ocl flov•...J':int h'optn RQort.•-An ~ ot the Skw ot ta Ari -4 a Ddlid.t1ort ot 8eNU"Cb ..... _.,.._ 3, 1966

U.ctrical Loaiifll u4 8"PICO Teat• in a 7'•f'oot•loilc Caul.-Deavv 1e4oral C.te:,..-Lcver Cori Canal LiDUg l•..ucb Prop-~ 15, 1961

Waa:r ~t Prood.ure•-lrription A. J. hkrlca O,.n.tont WoJ"tc.e.bop-ls,66.•(SUperNdea lb'4•S52) ~r llJ, 1966

1Jd ... 5'fi Iavut1pt1on ot 'l\l.J'bid Rel•••• tr<n n. L. nna Trim 'l7 a.aervo1r••'l'nm.t7 111 .... r D1'1.a1on•...C•tnl Ylll.q PmJ•~, e..Uto=1&••Aupa't 11 1966

BJ'4•568 ~le Hoilel Stu41• of~ 81.lver w. r. Arn• Jaek Da OUU.t WOr:U an,u.1, Boetvi.ck

111&ttinr1tte . .-E!ll!

Papen ad

Park ProJeet, Colondo--Dff_..r 12, 1966

KJ\\nultc llod•l Stwlte• ~r Monov Point I)ua .... 1967

eU.oat~

P41'•221 AM1.Ja1a of BaD4om Pnasun J'luctua• D. L. lina tt.oM tn StUlf.nc BMSt>a (Papel" for VD, s.i>taber 1961, n. Coll lna » Colt'lll'W1o)

PAP-222 hd"olwmce ot Ql.en Ccwon :oaa J>1't\P"•ioD w. E. Vqner !ane1 Ou.U.w (Paper fl'afttltd at ABC£ ltrl1JtWat&l Enailleefll1& Cont.ren.ce, Dilllaa., !exu, hbr\al"Y 6-9, 1967) IMued by ASCS: u Co.m'lt~ ~t 438

8T

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,ap.n U4 2@¥~10Af '!iU. Alltbor

P.&P-a23 Bollov•Jn ,a1w Pruaun DU\nbut.ton n. Col.pt. (Col'fta,ofldence nla-td,'flt to GlAufield Ult~ Ltd. t Sc~, an•) Ma, 3t 1966, ud. Kq 8_; 1967

PAP•ffl ktr.J.e Gato latbocl tor Cl.N.ll1.DI Salllon a. J. CVJ.ami Ilda in c.n.l• (P-,er tor IAlll lll:tb. 00dl?'ff&1 ft. Co111m, Col.ort.to, ~ ... l.961)

!1141&1 Ditf'wliOll ln !u.r'tNl.Gt P1pe J'1ov s. 1. Kollq (faptr tor ua lll'Cb ~ ~ z. e. sehuat.r Pt. eo111ne, Septetaher 1967)

PAl•226 L&boffloq fNta am Jmpeett.on ot '!lfO a. A.. llodp ......... rl. Opita-tl.Olf Propell.e7 Naten--lovllliber 19'6

'tAP-227 ~ca ,-- 8alal'l lltport•• a. M. *"111 J'!k&l t-.r 1966

PAP-.228 D1acbu'p ~ U.u, wto- J. c. scma.te:r l~ 1a &1p Ku.4. ~!Ma aa4 a. lu Hanan Pl.IQ• (heJaNd hJ ~ ot ~ion tor m.v1a1 or t11o-topea Dlwlopaent, Vldt«l Stat.ff A.'klll(t ._:ro ca.s. .. taa, Co"Nfl.111 Von: tor n..i ,._ 1~,. ,, • . 1966)

ft-3221 IXM1na"t1QII ot ral.lovta1l DIii ,PU11"a¥ 4. ,. w. .,uuna bult.t-au.a.ourt ~ aa.1n w. 1. v..-, Pl"OJ«sc\ (~r 22, 1966)

'!1•3228 A~wtlluc. •• ~tb ....:i W. I. WACt* CCl'l:flllWtff or ttMt ~- »J:wSa1on, Aa•-Av&\at ilt-26, 1966 ( ~r 22, 19'6) ..

88

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!R•3237 Jbd,raullc aoU. ~ oa tree• &. J. Cai-1.aoo itce force tut ~•-J'uftll Main 1. R. Z.1&ler CUal.1 .. bru-._..sc:Nl'1 liver luill P1"0Ject.•-LolMJ' Con CU1ll L1nina Procna (Aqut 10, 1966)

b.r'l1e1p&tt 1D ftnh lnteaatnc7 Cont..-. oza S,O.ft.Ul.1e t,uoato17 "*~• u4 l~t1oo at 'hmll•- 'fa11At7 .t.vcborit7, l'lloxT1lle u4 lol'l'U, !ltrmu ... (October l.O, 1966)

Cq&c1t7 'Wit of tu Bal.t Lue~, '11!t.rfo 11-,.,. PIIO~ea, ut.ahJ U4 uperi .. Mnkl dUohu .. ~t• with a n4toacti"9 ta°'°Jle tl'IICer •t n•na Oor11 Powl'pl.ant, Utah (Septeuer 28, 1966)

a ••• Dexter a. L .. luaa O. A. fate1'

CC>QfeNl!lCe V. I. Wagnel"

9•33<» Put1c1pat1 :lll ~n.ul.1c pef'onuce R. a. l)exter tea~•· Main ....,_., aD4 "-Pinc nu.ta Jo. 1, t, 3, ua. i. (lo~n Sya1-)•• C•Md.1an lbw ho~t, tuaa-..lfllreh llt J.961, to lla.l'cb l.8, 1967 (A ril 27, 1967}

ft•33J.O ~n OS\ tnp 1io lnlaaat CQJ'OJl ,ow,._ a. a. .Jobuoa 111.lu.\t. tra..i A\tWlOrisatJ.ou 1o. :a. a. 1:1111 Sch 72099 mt 12108 (A»ril ~, 196T)

B-3316 rt• t.ri.» to~ C&Qoo Power- a. a. JobnaClll p1u1;. tN..t Autbor1 .. ,1oaa 1o. a."· l'al.TV 12264, 12211, am 122'10 (Jum 15, 1967)

Luon.1on :ru.. lll4e 1>m1.y mt

G1a ~500 tee\ ot ~ operatlou ot bOUow•J,et &vu, t u4 ~ tl.ow• Ulrcqb left 41venl<>D tmmll. Ind.ole4 la about 200 tut ot ~ ot Cft.Yel in a. ¥nuUc J-.p 111 & ctl'C\ll.a7 t.uMel u4 ~ etnUeg buia,

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$an Diego.Saline We.t,er,'1'est .Fac:1lit!i••500 feet ot eolo:r tilm ot operation or i:8.9J models ot pre1 nary mid recommended designe and tlow .. imp:roving appurtenances. At 24 and 64 t/s. Bot capt1onod.. Index to edit tilm available. Original and copy ot tile.

Grand Co1.lle:e 1!h1.rd Powe!J>,lant ...... 300 f'eet ot color tUm at 24 t /a. ll.o'W co:nai'tiona 1n 'preliminaey design ot fon,b~ channel. helve un1 ts operating. Max.umm and minimum reservoir el.evations. l; 100 scale model. lot .«tited or oapt1oned.

Gate Seal 'test Facilitz ...... 500 t'eet or color film showing aeatins ot aa,te· seals under beads up to 500 teet of water tor three d1tterent seal clamp bar to seal seat clearances. Major portion of film taken at 32 ~/s. Bot edited or captioned.

Channel Wtle Gate O•vel Clew Dev1c:e ... •11eted • B e gate cleaning de ce tor cleaning tir&e sediment tran. spawning gravel to be placed int.he bottan. ot' Tehama-Colusa Canal. Laboratory te.sts made 1n 8-foot~eep by 4 .. toot•Vide tlume. 1'be film was edited in 1967 and captions made expa.tl,ding tbe length to 8oo teet. 16 ... mm color, 25 t/see. Copies ot the edited and captioned film have been tu.mi.shed Region 2, Sa.cl"8mellto, CaUtonda, alld tot.be Bureau of Sport fish r1es and Wildlife, Seattle, Washington.

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8ZC1!09 'fIIl .. ~ !lall tQtllS All> D.l!A ACQVlst'l'lOI

Ad~ p~ !!!!!!I .~ A11' !s!!l!!!!!.

A.a part ct .. ccmpl"elwuiff ~ ot ell,Up!MID\ ··'- to mid fuwte Ari NtuiNMnu ot ~ ~, a nu4I' ot ~ INnl"Cb D1•l•um• • DN4a ot Ari etUt~t. wa eca4ucte4. h ~ 111\lcated that both tba pnet'lll ~llll etuiJllll'l'l &a4 a wal•t!M uta call.cUOll., 4&t& 1'94uct1on1 ml cOllV'l'4 •1St.ea -.. DNded.. A npon ot th.a •tudJ vu pnputed u4 1• pn,,CIU7 'beiDC ~ in Vaatd~.

<;9!Jl!~r V.e ,m,B~

BffJ7 enpllelr 1ft the bl"Ueh bu on ~ occuton _., a ~ter, •t tl\er 41recil7 or 1D41nctll' 1D hi• 'l'Ol'k. OYer 50 ~ ot the •n&1n•n mt.a their OWD ,~ tCR • coaapater.. otlkn' enaf.DNn Nqllll1it PJ'OCl*II 'N w1tttio for tbfa wbulmrr a pmanu:ia i• 4e.11re4. t'O 4aie, lt.rp CQll!IJU.WS'IJ (a\ laut 32 I COM ..,r;y) haw 'btlen ..a eat appftmatei, 2"' ~ tun U'0=4 t1M u. been proYide4. IORWtr1 the l>J.Tiaioa pl.w 'CO obtain• telet1P1 te,Nh#l tQr a ...U ccap1ter (le.I• tber1 32 I eoTe ••~) 1fbicb vUl p2'0'f'ide tum vovnd time .ot • tw .. c;o1'1U.

Dt.1r1na -. 1•-r, a •r•tea to 1m,... ~ .. ot A'brouts.. wu 11:d 11&1*1, 1!b.1a 1711-. protl4Q. tor v:ritiq mq part or tl\e· ,~ which the -,:twr beU.•YN JIIQ' be UNCl. a MOOnd tiM u a ~J'l.)Utu.. !be ccaputer d.oeUlleOtl the •lll>l'Cllltins u fteb a tcma Iba\ it read.111' 'btl \lae4 tor M\U'II pl'Olt1-. !be ~t!.on. 1• b&ekld up by ~e aetual PJ'CINII and UI' ~tiu in J.uput, OU'Cptt, Ol° ut1-•;Uoe. !bi• •~ appeoa '° 1-~ wU *"4. IIOiJt ot the 1ulu.•mrt.1nu b.&"9 ~ UU4 .....n.t u... Al oza.e au.'b~1• upclatn 'tbe 1114a, .U IUlJtWUMa aQd. 'MckQ -t,arial CM 1- 11M14Ur loc&• ted. !bi• •~ pl'O"fid.u tor open •nd e:qwiou ao that new ...,.. rout.1lMIII _,. be lawpa.W into lt a. tbe7 ue m.tt.a.

A'l1P Ad.'ri!C?,!7 I Capl'ttfl!

Ia April 1967, au AT» Mvi~ CcaJ.\ttle tor t!ae lliVS..1= or a.Mach,,.. e1\abl1.w. one~ ftm Heb ,l'Ueb vu Mlec• t4td to M.'l"ft ao the caait.tn. The Cba1l'IIM vu A1eet.e4 fJQI ~ ~raull-~. 1Aoe it.a orQIUttsation., the Ca.1\t• bu -4a Pl"O&N•• 1n ProctD

•naarn ,n,, tntol:'Mtion '"8f•r, d~t1on; -~ of Nnieea, uatntq, obt&Uln, 11ft *"ipaient -4 Ml1\la1JI, eoorcU.na­Uon v.lth ot!Mtr 41vt•1~. w.· NT1.,r ot M1' WOl'k vi1ihbl tba tlS;deion.

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~ fl'Cll tbtt CQ1l.1l1 t.tee 1Mle&te that:

1. !be ~ter ia be1na uaed b7 tbe ft7«n.ulia IMDCh about 90 tt.u per --.tbJ

2. OVe:r ·50 •l.lbroutinea are aftUable U4 4ocuraented. ill the Hjd.n.ul.1ea ilUchJ

3 .. Seven. eql-.tn 1n tbe ltucb 1-ve heen trained to uae a ...u coqmtel" tel'llU\81 which pl'O'Vide• rapid tlU'O. UCIUDd. t•J

i... Nk\itl=-1 ccmpLt\u' IIMUIJ• are ~ tor ~ lrueb ed. w1U be °"*1Ded 111 tu IW&l' tv.tun ..

5• In p:neral., t.bAt 1lraDCh 1• Pl"DPM•ina veU 1~ ~:r• arlented JM:t1'1lt1ea.

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sa:BOK IX•-PPS>mL

OD J\1.DII 30, 1967, the ~lea :annch atatt coulated of the t~ P4tl'IOUI

!f.E1:!!: Staff~- l,PJlcll

Jl&rol4 11. ~in, GSCI, NaCl, Pl, Cbief of 17draallo• IJ'UCh Alvin,. Pdena., aa:a, n, a.« ot aecuon W1Ula •• v..-r, UCI, NICS,. Pl, Jl-1 ~ 8"t1Clb '.IDolJ J. C&rlaotl, BSCB, m, n, IJd~ leNll,Nb lnatwr laek a. ch'Uhr, ISMI, ..,., JI, ~c •MU'Ch lnpDMit !bcM, J. Jlb,on.~ m, n, ~ BaNUd:I zn., .. r

Mn 1. DP.ttt1 IN, n, IIM&l'dl Jb'4rt.ullc lllstwr Ph1Uip Ji. Snpr-1 JSCB, IISCI, n, leMN'Ch Jf1dn1Ulic hgtDen" Jlffll7 4'. N..-e,1 UCl.111:a, nr-1q., ~c a....l'Ch BxlaiMff 01cm 1,. 1eicl'l1.eJ1 118Ca1 ISCS; Pl, BydJ"llll.J.c aa..uich lagiDNJ" ltutMl. A. Doip.,g•, JD, s,Grt.1111c ... ~ ~J" DUnJ L. n..,, , NBCI, n, ~a~~ Do.aalA Col.tJate • UCI, ,a_. 11,Jdnwlic a. ... reh aa,t.wr t.tl4la J. Pal4a, m, ~c a....- IDgiMer lvaae· a. Zlll&\U, -.., n, ~ 1'IMln"cb Sa,t.DNr ~• 1. i.-ater, ,.., lf1\Sra11o ... e&l"Cb 'lnltnwr Bol:'Htrt a,. x-1011., lle~o: ~ ~eta IIOIIIU\I 1. ~r, Vi.-..1. luf0ftat1oo Speotal.t•t LJWJ L. 'lft1 I aahll,i'tl 1*UR Lnn • lavthon, Se nta17

J)a:,1q ft6T; WUU• P. 1- t:l"IIJltfUN4 to 'the BtMucb 1>1vu1on orttc• u4 v~ ,. An1# nnatfthd to tu )b\lrallo Jlub:1Ml'J 9l'Uldl.

•• •• aon.,, Jr.' Dr. Se.; lJfOft.td 1D .. ~c· l'tUCh -~t ot ·tbtt fold ~-Ud tu Ua:l.....S.~7 of Illt.Do1a.

Mr. bitb • Dllsaoo t4 tbe C1..U 11,SDN:1.q Slaff, M1•1•a1pp1 State UnS.•nit,J', worJr.e<l 111 ~ INDoll 4lll'1ae tM ~ ot 1966.

Proteuor r Brae,-, Uni"WtN1'7 of J>e\mJ.t._, vorlm4 1n ~ lnru:b tor & 3~ ,ntod be&lmd,q • 15, 1967.

J>o'Dal4 L. Siwtatt, lltlebaical ID.SAM:r, .... WiCDl4 CD detail f'1'QI tblt Keob&Olcal lnach to-r 120 a.. a41q 111 Aupat 1966.

a. s. Mlwbell., an •P'*'l'illl •~, vor-4 J'Ol:/ IID4 AtlPat 1966.

93

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!b• 1'ollowtna ~ on rota.t.iou 'tfll1a1q woned in the Jl1dJ'IWllcaa JltUCh 4\ll:"Uil tlJ.e pui

lob.a 8. Vatldu Jw v. JUJlu VW'Nd!.~ Dalnm 1. 1.-1 .... o. llanton 1. J'Avreoe Vea tb.un

... l

...

... • • • • •

... 1 l 1 0

. 0 0

iiiiiwn1'\i limit lllllhn ·~" 4v.iia .,..i, ·~ .. , .. ' ffJCrl&iDMring stu4cru ~ dlll'iitl INJ F 11' axrtb

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SICUOB X• ... !IMI AID COST Jl'I8'1'Mlll11'1011 Bl' CLASSU'ICA1'lOI orwo•

!!!!Hl t~ m:r 9'1• •eetion ccut•t• Of three pan• aa tol.l.aQ:

A. Pe.rcenup of Labor t>utl'ibutJ.on tor n61 ll, Labol' -1 Ad.dS.ttw bpeiad1tul'ea••ff67 c.. Wat. RnOUJ'Cff Bagiueertna Renarch•-Montly Coet Report-•

J\1M 30. 1967

95

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EL -2 (Pa6e 1) Rev . 1 -67 LABOR/ADDITIVE EXPENDITURES- -FISCAL YEAR 1967

Branch Cos t Cente r 830 Da t e of this r eport 6-30-67 Hydraulics =

Feature

Bureau Proj ect Work

Outside Agencies

Foreign Activit i es

Fabricat ion Orde r s

~iter Resources Engrg Research Aquatic weed contr ol Co~tings and s ealers Pl ast ics Chemi cal techniques Petrographi c techni que s Applied physics Corros ion proce s ses Bituminous & petrochemicals Turbine flow measurements Concrete Cement & poz zolan Electric power

: Labor /additive % spent in : Rate< Job Nrnber : Annual Expended: 100% of time : expen·

:budget: t o date :Branch: Division:diturE

: 01-0-7001-66-

. :18-0-801-76-01-01

02 - 01 02-02 02 -03 02-04

· 02-05 02-06 02-07 02 - 08 03-01 03-02

69 ,000: 64,674 93. 7 : ,97.2

15,000: 10,844 72.3 103.1

4,300: 2,798 65.1 91.1

550:

Evaporation reduction (gen) . Contract Administration (evap):

04-01 05-01 05-02 05-03 Lake Hefner study

Elephant Butte study Hydr aul i cs Turbine flow measurements LCCL Soi ls Engineering Riprap Structural Rock foundat ions Engineering geol ogic studies Water chemist ry--general Lake Mead l imnoloBY Cheney Reservoir (wat e r qual) Foss Reservoir (water qual)

Automatic Dat a Processing H-200 ope r at ions ADP mgmt applic & maint Gen devel opment & proces s ing Auto . of soils laborat ory

Total direct charges

05-04 06-01 06-14 08-10 10-01 10-02 11-01 11-11 11-24 12-01 12-02 12-03 12-04

:01-o-6100-oo-o6-03

1 500: 1,150

:111,200: 119,630

8,400: 9,205 8

\

:121,650: 130,734 107.5 97.8

10-13 ~~~~--=5-7=5=sc---~~~~~~~---,-~

72-01 -------- -----------72~32 ..... ~~ .............. ~ ....... c:::::::::::;::==:==::::======:;:::=====:= 3,800: 5,758 151. 5 115 . b

: 213, 750: 214 , 808 100 . 5 98.1

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~L -2 (Pase 2 ) Rev . 1-67 Cost Center 830 Date of this report 6-30-67 ---'-------

Feature Job Number Lab O t'f additive % spent in : nate c

: Annual Expended: .100'% of time : expen­: budc:;et : to date : Branch Division: diture

Biire:c.uwi cle Personnel Services : Ol-0-3000-00-01-09 2,500: 2,327 93 , l 97, 6 :========:========.=::::::::==::;::========:;:=:== !!>"irloyee Recognition : 01-0-3000-00-02-0l .====4=0=0::;::: ===5=1=8::::;::=12=9=·=5==;:==12=3=· O=:;====

Rquipment Maintenance rrrlcc equipment Laboratory equipment Technical equipment ;~~l.cctric l oad analyz8r

Bu,ila.inG Nai nt & Alterations

f·"j_s cC!llaneous Admin Expense Office moves Details to Washington Safety meetings Misc shop supplies & service Test plot construction Technical Information Service

Technical Studies Data analysis --structures Photoelastic studies Value engineering projects Preparation of project data

Staff Development

:Ol-0-3000-00-03-01 ---~---..,,.-~53~0.---------~~---03-03 1~,528 ~ ~ 03-04 --~~~~5~8~5-7~~~~~~~~~

-------''-'--"--'---------------03 -05 :::=:.c=;;;;,,a=--===...,=:==-----=-~==,c-,-=s,o-=--------

19 , 300: 18,915 98 . 0 101.1 . :Ol-0-3000-00-04 -02 1,000: 1 , 005 100.5 262.7

-:;::=====::;:=======:;=:====:;=====::;===

. :Ol-0-3000-00-08-07: 39

. 08-09 ----------"--------------

08-10 1,918 08-11 ----~--"...e.-----------------------

08-13 -----------........... ---,,---------------------08-16 ---==========17:!:,,'b4:.f9...,6===-======-===,.,.....,.....;.=----o8-18 1,138 08-21 -----------'--'3::...2 ___________________ _

17,300: 20,623 119.2 108.2

:01-0-3100-00-01-01 01-02 ~--------------------------------01-25 1,442 01-31 ----------3-=-','-c2-=7c='"3 __________________ ~

4,600: 4,715 102.5 75,2

Botat ion engineer training In- service training--Gov. Training in non-govt facility Participat ion in professional,:

:01-0-3100-00-02-02 3,280

02-04 ===========~4:,:1:5:s====--~=================== 02-05 1,623 02-09 ~---------,1=-=2=-=,~9'""'3""'"0 _________________ _

govt & civic activities Training--applications of ADP Irrig Operators Workshop

Technical Standards & Proced. St andard des i gns Standard specifications r::~clar,,ation Instruc tions lfanual.s , stds , and guides

02-06 02-10 ~--------~1-.,,82=5----------------------

22,900: 23,883 104.3 92.3

:Ol-0-3100-00-03-01 03-02 ------------------------------------

03-03 ~~----------.-------------------~ 03-05 ===:::;=========::5:t,=2~54====,==c:========.====::::=:=====

5,200: 5,254 101.0 49.2

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8L - 2 (Page 3) Rev . 1-67

Feature

Su,20.uwide Direction & ~c.upervision

1.:reners.l Staff supervision Safety proGram

Total indirect charges

GRAND 'roTAL CHARGES

Cost Center 830

Job Number

:Ol-0-3100-00-05-01 05-03

Date of this report 6-30-67 --------Laborfadditive % spent in :Rate o

:Annual Expended: 100% of time :expen­:budget to date :Branch Division:diture

8 748 •

8,800: 8,748 :

82,000: 85 ,988

: 295,750: 300,796

99 .li "

104.9

101.7

! ;

99 . 0

98.2

98.1

c:

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EL-1 Hev. 1-67

DIVISION OF RESEARCH Percentage of labor distribution July 1, 1966 through 6-30-67

·----- Cone-_ --...--.-- Lab, Water Elec. Division Rate o; Stru. Chem Hyd. Soils Shop Cons. Pwr. Actual Budget Expend -

:)JRErT C:-!;1,.RGE - TOTAL 81. 6 82.8 71.l+ 86.9 65. ~ 87.9 95.9 81.0 81.0 - -P1Jreau Projects 57 .8 38.1 21. 5 63.2 30.3 8.6 26.3 42.6 43.0

Out side Agencies 11.2 23.0 3.6 o.4 8.o 38.0 - 12.1 11. 5

Foreign Activities o.4 0.2 0.9 0.3 0.2 0.1 - o.4 o.4

Fahrication Orders - - - - 6.o - - o.6 o. 8

WRSResea rch 12.1 21.4 l~ 3. 5 19.5 20.6 41. 3 69.6 24.6 2lr.6

Autcmatic Data Processing - 0.1 1.9 3.5 0.2 - - 0.9 o.8

GENSRA L DISTRIBUTIVE EXPE NSE - TOTAL 18.4 17.2 28.6 13.1 34,7 12.1 4.1 19.0 19.0

-

General Operating Expense 11.1 10.8 14.8 8.1 34.2 7,2 1. 7 12.3 11.4

Bur.-wide Pers. Services 0.1 0.2 o.8 0.1 - - 0.3 0.2 0.2

Employee Recognition 0.1 0.2 0.2 0.2 - o.4 o.4 0.1 0.1 -

Equipment Maintenance 4.2 3.3 6.3 5.2 19.6 5.2 o.8 5.8 5.7

Bldg. Maint. & Alter. 0.1 0.8 o.i 0.1 2.1 0.1 - o.4 0.2

Misc. Admin. Expense 6.6 6.4 6.9 2.5 12.5 1. 5 0.2 5.8 5.2

Indirect Engineering Expense 7.4 6.3 14.1 5.0 o.4 4.8 2.4 6.7 7.6

Technical Studies n R n ,;i , h 1. s - - . - o.8 l .0

Staff Development 2.8 2.2 7,9 2.9 o.4 4.3 2.3 3.3 1,5

Tech. Stds. & Procedures o.6 n.6 1. 7 o.4 - 0.1 0 8.6 1.1

Bur. - wide Direction & Suprv . 3.2 1,1 0.2 0.2 - o.4 0.1 2.0 2.0

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Production Order and Job. No .

18-0-8ol-76-0l-Ol

18-0-8ol-76- 0? -0l -02 -03 -04 -05 -06

' - 07 • - 08

-- ··-

18-0-801-16-03-01 -0'2

18-o-8o1-16-04-01

18-0-Sol-76-05-01

18-o-Bo1-16-06-01

18-o-8o1-16-08--01 . .

18-0-801-16-10-01 -02

18-0-Bol-76-11-01 - 11

WATER RESOUnCES p•·~1NEERI NG RESEARCH Monthly Cost Re1. .:,--June 30, 1967

- Other Dis t ri-De scription Iflbo r d:i.rect but ive

costs costs

Weed control studies 31,832 38,019 8,847

Paint and corrosion 20,698 5,652 5,236 Plastics 6,532 627 1,793 Chemical techniques 4,168 94 1,008 Petrographic techniques 4,853 123 1,174 Applied physics 8,863 1,036 663 Corrosion process 7,781 1,18o . 2,020 Bituminous & Petro-chem. 15,216 746 4,089 Turbine flow measurements 2,770 3,590 181

/

Subtotal 70,881 13,048 16,164

Concrete 46,231 8,829 12,248 C & p 8,035 1,365 2,371

Subtotal 54;266 10,194 14,619

Electric Power 71,191 54 ,1~84 19,380

Evaporation reduction 75,484 262,424 • 20,864

Hydraulic 141,.805 30,743 37,330 '

LCCL ,. I · 30,727 46,897 8,491 -· -..

E'lrth 88,290 16,278 24,694 Riprap 3,109, 289 816

~ .•.

Subtotal 91,399 16,567 25,510

Structural 38,706 12, 83l~ 10,965 Rock foundations 24,018 40,1'(8 6,761

Subtotal 62 ,7?4 53,012 17,726 ~-- -

.

'l'otal Total Obl:i.t:8.- costs and Cost costs t ions obli r,ations program

78,698 3, 499 82 ,197 83 , 000

31,586 - 31, 586 8, 952 22 8, 974 5,2'70 3,205 8, 475 6,150 - 6, 150

10,562 - 10, 562 10,981 - 10,981 20,051 5, 566 25, 617

6,541 1,103 7, 644

100,093 9,896 109, 989 113 , 540

67,308 - 67,308 11,771 - 11, 771

79,079 - 79,079 86, 597

145 ,055 3,254 148,309 163, 603

358,772 32,223 390, 995 403,022

209,878 12,843 222 , 721 217, 790 . -

86,115 2, 704 88, 819 91,158

129,262 11,731 140, 993 4,214 - 4,214

133,476 11,731 145, 207 146,972_

62,505 18,680 81,185 70,957 3,056. 74, 013

133,462 21 ,736 155 ,198 140,156

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-·--· - •¥·- --

Pr oductjon Orde r Description and Job. No .

18-0-8ol-76-12-0l Water Chem. - General -02 Lake Mead Limnology -03 Cheney Reservoir -ol~ Fos s Reservoi.r

Subtotal

' · . Totals

.-- - Design Division Electrical Hydraulics Soils

' Structural

Engineer·ing Geology Structural

O. E.R. Scientific Com & Doc

,-A. D.P. Development Costs

,. ;

WAT~"'R RESOURC V . ENGINEERING RESE/\TICH

Monthly Cost ~por t- -June 30, 1967

Other Distri-l.fl.i)Q):' direct b1.1ti ve Total

costs costs costs

13,860 649 3,776 18,285 4,613 2,270 1,317 8,200 - 9,534 - 9,534

1,544 -27 455 1,972

20,017 12,426 5, 548 37, 991

650,326 537,814 174,479 1,362,619

970 126 330 1,426 23,095 755 5,867 29,717

8,836 2,006 2,373 ·13,215 65,501 11,978 17, 397 94, 876

98,402 14,865 25, 967 139,234

15,369 4,033 3,782 23, 181+

10,660 3,243 821 14,724

- 3,062 - 3,062

774,757 563,017 205,01+9 1,542,823 I

fl

·---Tot~l J I

(;:iliGa- costs ar,d Co st ti ons obliea ti.one= pror~r am

- 18,285 - 8,200

3,00') 12,534 - 1,972

3' 1)1)() 40 ,991 36 ,806

101) , 886 1,463,505 1,482,641~

- 1,426 - 29,717 !I - 13,215

13,540 108,416

13,540 152,774 155,610

3,557 26,741 28, 71n

- 14,724 15,000

- 3,062 -

-

117, 983 ~-, 660,806 1,681 , 964

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Product ion Orde r Description and Job. N·).

86-0-800-03-01-01 Evaluation of concretes - 02 ;fall section model studies - 03 Coatings, sealants, etc. - 04 Concrete reinf. materials - 05 Concrete microstru. invest.

Subtotal

86-0-800-03-05-01 Model testing for pump plant inlet system

86-0-800-03-06- 01 Stable binder for concrete i n desalination plants

86-0-8oO-OO-Ol-Ol Electrodialysis

i

' l I ~ !' I

; -

I

I I

I

: .

I

'

SALINE ~ ~ PIIOGMM Monthly Cost Report--June 30, 1967

Other Distri-Labor direct butive Total

costs costs costs

48,056 14,327 14,854 77,237 16,374 1,392 5,344 23,110 37,428 17,420 11,618 66,466 3,498 216 1,190 4,904 7,344 75 2,240 9,659

. . 112,700 33,430 35,246 181,376

5,630 248 1,909 7,787

40,705 3,812 .

12,352 ·56, 869

104,003 46,662 30,583 181,248

/ /

f ~ l ,

----Total

Obligc1- C•)sts ani Cost tions oolj r~ati ons program

2,297 79, 53/i 117,691 - 23,110 951620 835 67,301 130, 645

- 4, 901i 7,095 - 9,659 26,867

3,132 184,508 377, 918

- 1,787 18,196

15 56,884 50, 000

6,162 187,410 194,500 -'

. •.

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SECTION XI--BUDGET ESTIMATE

1. Bureau Pro ject Work

Hydraulics Branch FY68

Region 1--Grand Coulee Pumping Plant Grand Coulee--Forebay Dam Grand Coulee--Third Powerplant

Region 2--Tehruna-Colusa--Fish Facilities San Luis--Flowmeter ptudies Dos Amigos Pumping Plant Auburn Dam (Spillway, O.W., Tunnels) Folsom

Region 3--Ground Water Dev Program--Yuma Coachella Division--Sedimentation Wellton-Mohawk Drainage Facility Colorado River Front--Sed Studies

Region 4--Morrow Point Dam Crystal Dam Navajo Dam O.W. Stilling Basin Fontenelle Powerplant

Region 5--Canadian River Pipelines--Ce_ntral Canadian River Pumping Plant

Main Aqueduct Southwest Aqueduct East Aqueduct

San Juan-Chama Azotea Tunnel Blanco Tunnel

Oso Tunnel Navajo Indian Irrigation--Headworks

and First Tunnel

Region 6--Tiber Dam Modification Yellowtail Dam and Reservoir

Region 7--Fryingpan -Arkansas Project Rucdi Dam Southside Collection System Divide Tunnel

North Platte Area O&M Penstock Gate and Valve Tes ting

Program

DL+A

$ 10,000 5,000

15,000

3,000 1,000 2,500

10,000 1,000

200 200 200 200

2,000

500

,4,500

1,000 1;000 1,000

300 200 200 200

4,ooo 2,500

1,000 400 400

1,200

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Budget Estimate--Continued

2, Outside Agencies

AEC Contract No. 14-06-D-5475 Hydraulics Branch $15,000 Shop Work for Hydraulics Branch 3,000 Equipment, Supplies, Typing 15,000

(includes Chemical Engineering Branch)

OSW Agreement No. 14-0l-0001-13o6 Surface facilities for disposal of

desalting plant effluents--W.O. No. 3

OSW Work Order No. 5 Model testing for pump inlet systems

Hydraulics Branch $2,000 500 Shops

Amendment to W.O. No. 5--Brine Conduit Head loss

Hydraulics Shops Equipment and miscellaneous

$3,300 2,500

OSW Agreement No. 14-0l-0001-13o6--w.o. No. 4 Reverse osmosis

rrydraulics Branch--GS-12 GS-11

Shops Equipment, steno, mat~rials,

duplicating, etc

3, Foreign Activities

Patillas Dam Spillway, Puerto Rico Toa Vaca Dam, Puerto Rice Training foreign engineers

4. Water Resources Engineering Research

Hydraulics Hydraulics Branch, labor+ add. Shops Other D. 0. Overhead (30% of labor+ add. ) Equipment, other purchases, typing,

duplicating , travel, etc . Underfinancing (9'{o of total)

$7,000 18,600

5,250 6,650

$100,000 10,000 10,000 36,000 16,200

17,000 $189,200

DL+A

$15,000

7,500

2,000

25,600

2,000

100,000

Suspended FY69

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Budget Estimate--Continued

5, Automatic Data Processing

Total Direct Charges Indirect Charges

TOTAL

10,

DL+A

$ 3,800

$227,900 68,ooo

$295,900

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