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PROJ00533
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Last modified
11/19/2009 11:43:27 AM
Creation date
10/5/2006 11:59:56 PM
Metadata
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Template:
Loan Projects
Contract/PO #
C153367
Contractor Name
International Engineering Company
Water District
0
County
Rio Blanco
Bill Number
XB 99-999
Loan Projects - Doc Type
Feasibility Study
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<br />I <br />I <br />,I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />the active storage pools over the 27-year study period for the Avery and <br />Sawmill Mountain Reservoirs. <br /> <br />Warner Point Alternative <br />Operation studies for the Warner Point alternative were similar to the <br />others. However, since Warner Point is on the mainstem of the White River, <br />no diversions were necessary from the North Fork and there was no need to <br />adjust for low flow patterns on the South Fork. The active storage pattern <br />for the Warner Point Reservoir is shown on Figure V-4. <br /> <br />The maintenance of the monthly minimum flow of 200 cfs from Warner Point to <br />Sheep Creek was possible 100 percent of the time. Below Sheep Creek, <br />monthly flows were less than 200 cfs ,!3 percent of the time. That situation <br />could be alleviated somewhat by altering the release pattern from the <br />reservoir. Warner Point Reservoir fill led in all but three of the 28 years <br />of study and had about 15,000 acre-feet remaining in active storage at the <br />1977 low, indicating additional releases could be made in very low flow <br />periods. <br /> <br />The hydropower potential for the Warner Point alternative was evaluated <br />using the results of the operation studies, but operation of the reservoir <br />for power production was incidental to the consumptive water uses of the <br />facility. Use of the full operating capacity of the reservoir would also <br />increase the hydropower yield. Optimization of the ultimate size and <br />operational criteria when considering project uses, minimum flows, and <br />hydropower, was beyond the scope of this study. <br /> <br />Pumping <br />The Sawmill Mountain Reservoir site is located at sufficient elevation to <br />serve the agricultural and coal areas by gravity. The only pumping required <br />for Sawmill Mountain is for oil shale demands in the Piceance Creek Basin. <br />For the Avery and Warner Point alternatives, pumping for agriculture and <br />coal is required in addition to the same oil shale pumping requirement. The <br />energy requirement for pumping varies each month, depending on the reserVOlr <br />level and the volume of water delivered. The average power consumption was <br />computed for each month as a part of the operation studies. <br /> <br />V-ll <br />
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