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WSPC12545
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Last modified
1/26/2010 4:16:47 PM
Creation date
8/2/2007 3:02:43 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.102.01.K
Description
CO River Basin Water Projects - Aspinall Unit - General - Section 7 Consultation-Biological Opinion
State
CO
Basin
Colorado Mainstem
Water Division
5
Date
9/1/2000
Author
Unknown
Title
Background Materials for Marketable Pool-Blue Mesa Reservoir 2000-2001 - Re-Gunnison PBO and Related Issues - 09-01-00 through 01-17-01
Water Supply Pro - Doc Type
Report/Study
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<br />001117 <br /> <br />rAloX. tJq <br /> <br />For the period tom Janwuy 1 through December 31: 300 els or as detl=ined in <br />S.B.I(a), S.B.l(b), or S.B.I(e) below, whichever is greater. Provided~ however! that <br />the base instream flow shall never exceed 3,3S0 cfs. For the purpose flfsection S.B.. <br />inflow is defined as the total forecasted uPregulated inflow into Blue Mesa Reservoir as . <br />of May 1 for the period from April 1 through July 31 in thousands of ncre-feel (ai). <br /> <br />(a) For the period ftom May 1 through July 25 and when inflow in thl3.usands of af is <br />between 380 ancll.OOO, the base instream flow in cfs will be equal to ). I 29 multiplied <br />by the iDflow minus 129 or, . <br /> <br />Base Instream Flow in c;fs -= (1.129 X inflow in thousands of at) - 129; <br /> <br />(b) For the period flom May 1 through July 2S and when the inflow in thousands of af <br />is between 1,000 and 1,120, the base iDstream flow in cfs will be equal to 10.83 <br />multiplied by the iDflow minus 9,833 or, <br /> <br />Base lnstream Flow in cfs lI: (10.83 x Inflow in thousands of af) - 9.833; <br /> <br />(c) For the period from May 1 through July 25 and when the inflow in thousands of afis <br />greater than 1,120, the base instteam flow in ds will be equal to 3.18 J3Jultiplied by the <br />inflow minus 1.264 or, <br /> <br />Base Instream Flow in cis = (3.\8 x Inflow in thousands of at) - 1,264; <br /> <br />2. Peak flows <br /> <br />For one day on aD annual basis between May 1 and June 30, the mean l:laily flow in cfs <br />shall be equal to 6S multiplied by the inflow in thousands of sf raised 110 the 0.78 power <br />minus 3,300 Of. <br /> <br />Mean Daily Flow in cis = (65 x (Inflow in thousands ofafG,,,)) - 3,30U; <br /> <br />Additionally, as flow rates are rising from the minimum to peak flow, t:he daily change in <br />mean daily flow shall not be greater tbao 10% of the mean daily flow l[lftbe preceding <br />day or SOD cfs, whichever is greater; <br /> <br />Likewise, as flow rates are falling from the peak. flow to minimum flo'lv, the daily change <br />in mean daily flow shalJ not be greater than 10% of the mean daily flow of the preceding <br />day or 400 cfs, whichever is greater; <br /> <br />C. Vie: As decreed in the Partial Master-Referee RepOrt Covering All of the Claims of the <br />United States of America (pages 311-314 and 647-(48) adopted by the Court in the deQee <br /> <br />3 <br />
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