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WSP06830
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Last modified
1/26/2010 2:24:32 PM
Creation date
10/12/2006 1:54:18 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8141
Description
Fryingpan-Arkansas Project
State
CO
Basin
Arkansas
Water Division
5
Date
3/7/1960
Author
Acting Sec of Interi
Title
A Report and Findings on Ruedi Dam and Reservoir Colo Pursuant to Federal Reclamation Laws
Water Supply Pro - Doc Type
Report/Study
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<br />40G7 <br /> <br />RUEDl DA.M AND nD3ER\'OlR, COLO. <br /> <br />59 <br /> <br />River below the Rnedi Dam site and a]Oll(r the main stream of the <br />Roaring Fork Ri '"er belo" llasalt was ~stim<lted at about $:};I,OOO <br />for that. flood, <br />The I.!lans for the RlIedi Dam pro\-ide fur an earth fill structnre, <br />about 210 feet In heIght aboye stI'p.llmLed~ wIth an ungatcd '::iplllwa.y <br />and with" total reservoir capacity of about 100,OOU acre-feet, at <br />spillway-crest, elevation (7"G4 feet above sea level). The ad.l\'e <br />('apucity would be about 82,000 aere-feet. The outlet works would lut\"e <br />:L disclmrgo capacity of llbollt, 1,000 cuhic feet pel' second at. minimum <br />head and about 2~OUO cubic feet per secolld at. spillwa.y-ere::;t elenltion. <br />The reservoir provides for l'eplac-emcnt stOI'<lge in connect.ion with the <br />proposed Frying-pan-Arkansas diversion project and the entire active <br />storage capacity below spillway erest is assigned to ,""ater cOllsel'va.t.ion. <br />The dam wou1<1 be loeated at about r;,'er mile 13,5 on the ];ryingpa.n <br />Ri'f"er, :lJld the reservoir would hn.ve a. dl'u.inage area. of about 227 <br />square miles. 'Vit.h the outlet c..'Lpacit>, as planned, the entire amount <br />of ac.tive storage could be evacuated III nbout 30 days. If cHrefully <br />operated for Hood control by evacuation of the i.\etive storage on the <br />basis of forecasts of snowmelt intlow, almost, complete control of snow- <br />melt floods at the dalllsite probably could be obtaiued. <br />The R\'erage annua.! future flood damage from uncontrolled snow- <br />melt 1\.oods is eshmate,l as follows: on the FI',vingpan Ri\'er below the <br />Ruedi Dalll site, $500; and on the Roaring Fork Hi\'er below Basalt, <br />$4,500. The a,-era.ge annual future damage from uncontroIled snow- <br />melt Hoods on t.he. Colorado River bet.ween Glcnwood Spring'S and <br />Gra.nd .function has not uecn definitely est.imated but it nppeal's that <br />it would be at least $11,000. The total of these putential flood damages <br />from ul1controlled snowmelt floods amonnts to at least $16,000 fi.Jl- <br />nuall.y. The operation of the Ruedi Dam and Reser,oir for eontroJ <br />of snowmelt flood eould prevent from $S,OOO to $15,000 of lwerage <br />~nnunl flood damage. The upper limit of $15,000 is a very tent"Jive <br />hgure because of a laek of presently a\"!l.ilable data on floods and on <br />1100d damage along the Colorado River. <br />Very truly yours, <br />C. T. NEWTON, <br />Oownel, 00)'1'8 of Enginee),8, Di-8triet Engine,,'. <br /> <br />,. <br /> <br />,- <br />If <br /> <br />"'_'_"iClt,,~., <br />, !lIB' <br />'i.' f"1'l" <br />y~:: " :.!~ <br />
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