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<br />.nt. ;f!tQ(1l" <br />U.J~vV!D <br /> <br />.. <br /> <br />Uncompabgre River Inflows: INFL52-INFL59 <br /> <br />Flows for eight inflow points were developed for the Uncompabgre Basin: <br /> <br />INFL 52 - Inflow to Ramshorn Site on Cow Creek. <br /> <br />INFL 53 - Gaged inflow to Ridgway Dam Site. <br /> <br />INFL 54 Uncompabgre gains below Ridgway to Cow Creek plus Cow Creek (,7' <br />gains below Ramshorn Site. <br /> <br />INFL 55 <br /> <br />Uncompabgre gains between Cow Creek and South Canal. <br /> <br />INFL 56 <br /> <br />Inflow from Horsefly Creek Drainage. <br /> <br />INFL 57 - Inflow from Happy Canyon Drainage. <br /> <br />INFL 58 - Inflow from Spring Creek Drainage. <br /> <br />INFL 59 <br /> <br />Inflow from Dry Creek Drainage. <br /> <br />Virgin flow estimates for INFL 52 were developed from flows for station <br /> <br />09147100, Cow Creek near Ridgway. Details of flow development are given in <br /> <br />Appendix C. <br /> <br />) <br /> <br />INFL 53 through 55 were developed using INFL 52 and historic flows for <br /> <br />the Uncompahgre River near Ridgway, Dallas Creek near Ridgway, Cow Creek at <br /> <br />the mouth, and Uncompahgre River at Colona; all these were used in USBR <br /> <br />operation studies completed for the Dallas Creek Project. Flows for these <br /> <br />stations are given in Tables 16 through 19. <br /> <br />INFL 53 was developed by summing flow values for Uncompahgre River near. <br /> <br />Ridgway and Dallas Creek near Ridgway. <br /> <br />INFL 54 was developed by subtracting Uncompabgre River near Ridgway plus <br />\ <br />Dallas Creek near Ridgway plus the inflow to Ramshorn site from the <br /> <br />Uncompahgre River near Ridgway plus Dallas Creek near Ridgway plus Cow Creek <br /> <br />at the mouth. This difference is equivalent to Cow Creek at the mouth minus <br /> <br />inflows to the Ramshorn site. <br /> <br />1 <br /> <br />27 <br /> <br />~~~lt@ <br /> <br />:~i)j <br /> <br />