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WSP10225
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Last modified
1/26/2010 2:57:51 PM
Creation date
10/12/2006 4:13:39 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8283.100
Description
Colorado River Computer Models - Colorado River Simulation System
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
6/1/1985
Author
John Burke
Title
CRSS Vs CRSP - Analysis of Data and Results from Two CAP Water Supply Studies - January 1981-CRSP and December 1984-CRSS
Water Supply Pro - Doc Type
Report/Study
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<br />HH. <br /> <br />, <br /> <br />, <br /> <br />!!!!1 <br />12. <br /> <br /> I <br /> I <br /> 1 <br /> ! 13. <br /> , 14. <br /> I. i 15. <br /> I <br /> I <br /> : 16. <br />- \ .17. <br /> 18. <br /> <br />..,,~_.-'" <br /> <br />.. <br />DESCRIPTIOll <br /> <br />Inflow-Boover to Pat'u.r n_ <br /> <br />Evaporation-Lake Mohava <br /> <br />Evaporation-Lake Bav.su <br /> <br />Net Water Lo.8--Hoover to larker <br />(III - 112 + 113 + 114) <br /> <br />CAP Diversion <br /> <br />KtlD DiversioD. <br /> <br />Parker Release <br />(Also 110 - liS - 116 - 117) <br /> <br />... <br /> <br />19. Depletlon--Parker to Imperial <br /> <br />20. <br /> <br />Inflow-Pal'ker to Imperial <br /> <br />, ' <br /> <br />Flow at Impeiial <br />(118 - 119 + 120) <br /> <br /> <br />: 22. Inflow I=perlal to Hexico <br /> <br />.21. <br /> <br />: 23... . Depletion Iaperul to Mexico <br /> <br />24. <br /> <br />Delivery Co Mexico <br />(Also 121 + 122 - 123) <br /> <br />,/ <br />~' <br /> <br /> <br />'\...>,,~ <br /> <br />{. <br /> <br />" <br /> <br />J <br />,(' <br /> <br />JAlll1ARY <br />1981 <br />~ <br />(197) <br /> <br />- - <br /> <br />DECEMBER <br />1984, I>1PFEREtICll <br />~ (CRSS-cRSPl <br /> <br />82 <br /> <br />279 <br /> <br /> 193 193 <br /> 132 132 <br />421 450 29 <br />1.148 1.495 347 <br />708 726 18 <br />7.111 7,208 37 <br />906 '898 (8) <br />(266) 27 293 <br /> <br />5.999 <br /> <br />4.202 <br /> <br />1.959 <br /> <br />162 <br /> <br />6.337 <br /> <br />338 <br /> <br />o <br /> <br />(162) <br /> <br />4,132 <br /> <br />(70) <br /> <br />2.205 <br /> <br />246 <br /> <br />, <br /> <br />i' <br /> <br />/~ <br /> <br />. j --- .,,_. <br /> <br />EXPLANATORY NOTES <br /> <br />The CkSP figure includes the effect of average evaporation lo88~s on <br />Lake Mobave and Lake Bavasu. tributary inflow. and transit 108ses between <br />Hoover and Parker Dams. The eRSS f1&ure includes 171.000 af of consUlDp't1ve, . <br />use by native vegetation, a8 well aa the average reach ga1ne from <br />Hoover Dam to Dav!s Dam, and from Davis Dam to Parker Dam, including <br />Bill Williams River inflow. <br /> <br />The CRSP figure includes an estimate of future credit for the unmeasured <br />recurn flow of 130,000 af. This has the effect of reducing the inflo~ <br />by th3t aaGunt., The CRSS figure includes 170,000 af of COQs~pt1~e use by <br />native vegetatioD. and 61.000 af of operational loss for Senator ~ash Dam.' <br />in addition to the average reach gain of 258.000 af. <br /> <br />The CRSP figure includes an estimate of future credit for the unm~asured <br />return flow of 70.000 af. This has the effect of reducing the inflow by <br />that amount. The C~SS hydrologic data base does not extend below <br />Imperial Dam. so there 1s no inflow/outflow. <br /> <br />The figures for both CRSP and eRSS are apparent average de-pIet1.ans <br />computed by summing other known 1nflow and outflows for the reach. IQ <br />both eases the number so derived agrees very closely with the scheduled <br />de:ltands averaged over the 1985 through. 2040 period. <br /> <br />. <br /> <br />,-~. <br /> <br />. 4,;' ,,'- <br />~- <br /> <br />r i-' <br /> <br />c: <br />Cd <br />'""' <br />-.l <br />~,_, ...a. <br /> <br />i" <br />I <br />! <br /> <br />r <br /> <br />t <br />l <br />; <br /> <br />
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