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<br />Results <br /> <br />For the 15 Mile Reach, Reach 3 (GVIC diversion dam to the Gunnison River confluence), the <br />physical water availability at the top of the reach were computed by taking the Reach 2 available <br />flows and subtracting GVIC diversions. Estimated hydropower returns from the GVP and, OMID <br />pump station returns were added on. Physical water availability at the bottom of Reach 3 is believed <br />to be 200 cfs to 300 cfs higher at the top of the reach based on work the Service has done on <br />quantifying accretions in the reach I. <br /> <br />Table 3 gives the recorded and generated flows in cfs at the top of the 15 Mile Reach. Table 4 gives <br />the flows in cfs at the top of the 15 Mile Reach after adjustments have been made to Table 3 to <br />reflect the current level of depletions. Flow duration curves for the top of the 15 Mile Reach based <br />on adjusted flows are included in Figures 3 to 14. <br /> <br />1 June 29, 1994, LRCWE Report "Palisade/Grand Junction Stream Flow Analyses Update for 1993 Dala <br /> <br />\I <br />