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WSP08437
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Last modified
1/26/2010 2:48:11 PM
Creation date
10/12/2006 2:58:54 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.105.LJ
Description
Navajo Reservoir
State
NM
Basin
San Juan/Dolores
Date
12/1/1983
Title
Draft Hydrologic Determination - December 1983 - Water Availibility from Navajo Reservoir and the Upper Colorado River Basin for Use in New Mexico
Water Supply Pro - Doc Type
Report/Study
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<br />, , <br /> <br />:';;.:';'.'~ <br />"-<'fy <br /> <br />. l;."':';::''l7~1L '~/-:-"~;"":O '.r...~.'...f~~'.!!....;,._,:~;~.e: - :::';....,ff,f'oj't'l.:r:-.i!:i:~;'t~. :::..;~ . <br /> <br />.,,~ ~:~ . <br />{ <br /> <br />...~~.,. <br /> <br />-. ,.. ~, ......_...:~ - ""- .2",...."~~..!'~: "i-',:. <br /> <br />6 <br /> <br />A. <br /> <br />Study Approach <br /> <br />The present operation of the reservoirs of the Colorado River System in accor- <br /> <br />dance with Public Law 90-537 Operating Criteria is based on a simple formula <br /> <br />approach that indicates water available for Upper Basin consumptive use would be <br /> <br />limited to an average of 5.8 MAr annually if delivery to the Lower Baain of 8.25 <br /> <br />MAF is maintained during low flow periods similar to the most critical of <br /> <br />record. The formula, considering total water supply, available reservoir <br /> <br />storage, and total demands, is shown below: <br /> <br />Allowable Annual Upper Basin Depletion. (Useable Reservoir Capacity ~number of <br /> <br />years in critical period) + average <br /> <br />annual streamflow at Lees Ferry for <br /> <br />critical period - annual delivery to <br /> <br />Lower Basin + average annual shortage <br /> <br />Calculation of the 5.8 MAr Upper Basin depletion limit is explained as follows: <br /> <br />Reservoirs <br />Lake powe 11 <br />Flaming Gorge <br />Navajo <br />Blue Mesa <br />Morrow Point <br />_ Crystal <br /> <br />(l,OOO's of acre-feet) <br />Minimum Power Pool <br />6,124 - <br />273 <br />673 <br />192 <br />75 <br />12 <br /> <br />Available <br />20,876 <br />3,516 <br />1,036 <br />749 <br />42 <br />13 <br />26,232 <br /> <br />Storage <br />27,000 <br />3,789 <br />1,709 <br />941 <br />117 <br />25 <br /> <br />The bottom line figure, 26.232 MAr, is added to the total virgin flow during the <br /> <br />most critical 34-year period (1931-1964) of 439.417 MAr. This equals 465.649 <br /> <br />MAr. In essence, this means that the storage project adds water during the moat <br /> <br />critical period flow. Therefore, the most critical period flow with the storage <br /> <br />:.f <br />, <br />~~ <br />., <br />~ <br />{ <br />~.'. <br />!fW. <br />f\. <br />~:. <br />!~.. <br /> <br />~ <br />~;. <br />~ <br />[ <br />! <br />i- <br />j:. <br /> <br />..:~~ <br /> <br />~. <br /> <br />'" <br />r. <br />~, <br /> <br />r', <br /> <br />t <br />':'.' <br />( <br />:;. <br />j;. <br />ii',~ <br />\" <br />i.' <br />/:: <br />t;' <br />f( <br />':;;' <br />I\' <br /> <br />~' <br />I <br />V <br />;.' <br /> <br />I <br />~ <br />f <br />(, <br />V <br />f: <br />~' <br />f: <br />t <br />+ <br />~ <br />~' <br />f <br />~. <br />t: <br />b <br />~, <br />1" <br />~: <br />r <br />r <br />r; <br />
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