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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 <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />r'- ."'1 "...! .h; <br />Ji;;. ..! <br />EXECUTIVE SUMMARY <br />The major objective of this study was to investigate the timing and volume <br />of required releases for replacement water from Ruedi Reservoir. This re- <br />placement water would be required whenever Battlement Mesa is diverting out <br />of priorty from the Colorado River. <br /> <br />Major conclusions are: <br /> <br />(1) Existing releases from Ruedi Reservoir for flood control, recreation, <br />and to maintain minimum fish flows would meet the replacement require- <br />ments of Battlement Mesa virtually all the time. <br /> <br />(2) If future demand for Ruedi Reservoir water increases, additional re- <br />leases would be necessary to supply replacement water for Battlement <br />Mesa. These additional releases would increase downstream flows during <br />low flow periods thereby improving conditions for fish life. <br /> <br />(3) The potential drawdown of Ruedi Reservoir by sale of replacement water <br />to Battlement Mesa is small and could be minimized by prudent <br />operat i on. <br /> <br />(4) Water released from Ruedi Reservoir has lower total dissolved solid <br />levels than the Colorado River below Glenwood Springs during low flow <br />periods. Therefore, additional releases of Ruedi water during low flow <br />periods will lower the total dissolved solids in the Colorado River <br />between Glenwood Springs and Battlement Mesa. Below Battlement Mesa <br />there would be a slight increase in total dissolved solids as the <br />result of return flows from Battlement Mesa. These return flows would <br />occur regardless of whether or not water is purchased from Ruedi <br />Reservoi r. <br /> <br />These conc 1 usions were reached by ana lyzi ng present and long-term operat ion <br />of Ruedi Reservoir as the operation changes from providing flood control <br />storage to providing water supply storage. The basis for this analysis was <br />the dry years of 1976 to 1978. <br /> <br />(i) <br />