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WSP07975
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Last modified
1/26/2010 2:29:38 PM
Creation date
10/12/2006 2:42:13 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8278.100
Description
Title I - Yuma Desalting Plant
Basin
Colorado Mainstem
Date
10/1/1987
Author
USDOI/BOR
Title
Yuma Desalting Plant Operations Study - Draft Special Report
Water Supply Pro - Doc Type
Publication
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<br />I <br /> <br />I <br /> <br />I <br /> <br />Advantages: <br />'States less likely to have a problem with water rights issue. <br /> <br />I <br /> <br />I <br /> <br />Disadvantages: <br />'Partial solution only. <br />'Yield and cost not predictable. <br />'Water rights issue exists. <br />oNo known sites available. <br />"High cost. <br /> <br />I <br /> <br />Plan B-13 Enlarae <br />Cost $30.9 million, <br /> <br />Frooosed Sorino Canvon Reservoir. <br />TVS 1026 points, Category III. <br /> <br />I <br /> <br />I <br /> <br />Surplus flow could be stored in the proposed Spring Canyon <br />Rese~voir in Ari~ona, but these surplus flows may be insufficient <br />to completely eliminate the YDP production. Also, maximum water <br />surf$ce elevation for the proposed reservoir enlargement is <br />limieed to 2,000 feet m.s.l. (mean sea level). The average yield <br />would not exceed 24,000 acre-feet if the pumping capacity was <br />large enough to pump all the surplus flows. Smaller pumping <br />capacities would result in smaller yields. With this yield, <br />About 34,900 acre-feet of reject stream replacement would be <br />required. <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />Advantages: <br />.Federal Government could participate in the cost fo~ its share <br />of sto~age. <br /> <br />I <br /> <br />Disadvantages: <br />'Status of project uncertain. <br />.Water rights issue may be a problem. <br /> <br />I <br /> <br />Plan 8-14. Enlarae <br />Cost $42.1 million, <br /> <br />Painted Rock Reservoir. <br />TVS 964 points, Category V. <br /> <br />I <br /> <br />Surplus Gila River (Arizona) flows would be stored for later use <br />as substitute water or as irrigation water for Wellton-Mohawk. <br />The dam would need considerable rehabilitation to reduce leakage. <br />Yields would be about 40,000 to 60,000 acre-feet per year. The <br />infrequent periods of inflow would cause water quality in the <br />reservoir to deteriorate rapidly because of the high rate of <br />evaporation. The costs include enlarging the reservoir and <br />continued cost of operating the YDP. <br /> <br />I <br /> <br />I <br /> <br />Advantages: <br />'Same as 8-12. <br /> <br />I <br /> <br />Disadvantages: <br />'Partial solution only. <br />'Yield and cost not predictable. <br /> <br />I <br /> <br />26 <br />
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