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<br />In reply please ref'er te <br />Admin ~ Dew aJIb <br />Dookets Hos. 573~PP. <br />6lfj~P, 3400..PP..R. 3U>o- <br />2-P.DS and 340o-3-P-F <br />Platte Vall67, Loup <br />.River llJ1d Tri..county <br />Districts (Nebraska) <br /> <br />ro~ l. SElf ELL WI/iGFIELD. Chief Projeot Engineer (Nebt-.) <br /> <br />FEDERAL WORKS AGIDICY <br />PUBLIC WOBKS ADtlINISTRATIOW <br /> <br />MASONIC TEMPLE BUILDING <br />Keamey . NebrasR <br />September 1. 1939 <br /> <br />i <br /> <br />FR~. DOUGLAS G. WRIGHT. Aluie1;ant Chief Project Engineer <br /> <br />SUBJl!X:T. Water Study Covering Joimt Operatlcm ef the Coluaba.. <br />Pla't;te Van~ end 'Ui.-Co\lUty Projeots Based on Water <br />Reoords AvaUnble f'or the Yeus. 1930 to 1938, Inclusive. <br /> <br />ENCLOSURE. Water s.ud P0ft8r Curves ,,_ 1 to 18. Inclusive <br /> <br />In aocord!lDoe with Yrn:Jr verbal 1nstructious. I sllbmit <br />herewith a report GlI the _tel" study coveri!lg the j oillt operation <br />of the ColUlBbus Projee1;. the Sutherland Projoot SlId the Trl_CoUn~ <br />Project. after tbe cOlltpletion of the Tri-County Projeot and the King_ <br />sley Dam. all based on water records anI. lable for the ;yeare. 1930 <br />to 1938. inclusive. <br /> <br />Gratef'W. aoknoir1e~ is IIlade by tM writer f'or the <br />D.ssistllI\oe rendered by the personnel of the Distrl.cts in oonneC"tion <br />with the preparaUQlI nf this study and particular acknowledgment is <br />!Il8.de of the allsbtanoe of Mr. Frank l'J. Wolcott and Mr. H. D. Pliller <br />of the fri._County Projeot. I'I.r.F.C. Albert of the Colll8lbU6 Projeet <br />and Mr. L. A. Lovell e1' tile sutherland P:rojeot. <br /> <br />Tile S'tua,- aublll1tt.&d herl!l"llith 1s '" !llallll c1ITVe analysb or <br />the :f1_ of the South and North Platte RivEll's 1'ltted 1nto the joint <br />olB!'atiOl:l of the three projeC'ta. Due 1;, tbe Iltonp f'LoUl1;iea of <br />the Projeot. e. duratiOll IIt~ is not pract.lcal. and due to the c_ <br />ple:dtiea of the Syst_. it "Is tmpossible. in the o.pbdan of the <br />\'II'1ter. t.o carrr out a. stud1 OIl the basis or a. _thestatical IUlalysis <br />and therefore the llIlI.SS curve IIlllthod WAS adopted. <br /> <br />In adoptill8 the procedure fol1~ ill the stud]', It s_ed <br />necessary to eons IdeI' all the buia for the study three _in t8Otors. <br /> <br />Fit-!f1;~ Tbat the Collab1lll l'rojee1l 18 In tact }ractlcall7 <br />r1lII CIt the r1 vel' pllUrl;, with only sutf1cIl111t store.ge f'aollities to <br />perait of' daUy regu1 ation and regulatiw for operatiU& either all a <br />base load plant or a peak load plant as req~ired 1n the tlez1bility <br />of' the Join"!; opel'8:U""". <br />