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<br />. . , <br /> <br />. <br /> <br />. <br /> <br />~ <br /> <br />Western concluded from their studies that their assumed demand from Rangely <br /> <br />Reservoir could be met during a repetition of the drought years 1977-1978 with <br /> <br />a release of 200 cfs from Rangely Reservoir, e~uivalent to approximately <br /> <br />238 cfs flow into Utah. Western further concluded that their assumed <br /> <br />demand could not be obtained for a period of approximately 9 months during a <br /> <br />repetition of the drought years 1977-1978 with a release of 300 cfs from the <br /> <br />reservoir, which would result in a flow somewhat greater than 300 cfs into <br /> <br />Utah. Western's studies show that the yield from Rangely Reservoir is <br /> <br />highly ...:Iop?~~......,,.. nrn" rhp ;:(mnttn't of water released from the, reservoir during <br /> <br />,ye~s of low stream flow. <br /> <br />Bingham Engineering Co. of Salt Lake City, Utah, prepared a report in May, <br /> <br />1978, titled "White River Dam, Design Data." The subject of this report, <br /> <br />is a proposed dam and reservoir to be located on the White River near Bonanza, <br /> <br />Utah. This report is based on the assumption that inflow to the reservoir <br /> <br />will be equivalent to the h' <br /> <br />treamflow at the Watson Gage (702 cfs <br /> <br />average) which is approximately equivalent to the historic stream flow from <br />- <br /> <br />Colorado to Utah. If the projected yieldS from the White River Reservoir <br />~ <br /> <br />are to be realized, it appears that the releases from Rangely Reservoir <br /> <br />would have to be considerably greater than 300 cfs. <br /> <br />0286 <br /> <br />The various studies show that the yield from Rangely Reservoir and the <br /> <br />White River Reservoir are interdependent, particularly in years of low <br /> <br />stream flow. The yield from Rangely Reservoir is highly dependent on tbe required <br /> <br />releases from Range1y Reservoir, The yield from the White River Reservoir <br /> <br />will be determined by the inflow into t~e reservoir and the required down- <br /> <br />stream releases from the reservoir. <br /> <br />The yield cannot be determined for <br /> <br />.\ <br />'. \ <br />i--~ . <br /> <br />5 <br />