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6/25/96 ... 10:27 AM <br />Camp Dresser £~ McKee Inc. <br />14 <br />12 <br />10 <br />8 <br />6 <br />.-. <br />d 4 <br />a~ <br />+• 2 <br />t <br />is <br />= 0 <br />d <br />~ -2 <br />-4 <br />-6 <br />-8 <br />-10 <br />Figure 3.14 <br />Typical Channel Cross-Sections at Top of 15-Mile Reach of Colorado River Under <br />District's Scenario C-Year 2045 Demand for 1975-1993 Simulation <br />---------------------------------------------------------------------------------- <br />- - - - - - Avg Flow Condition (3/85) <br />High Flow Condition 6/84 <br />_ 22, 070 cfs @ 10.70 ft 2, 706 cfs @ 4.99 ft <br />- - ----------------- UteWaterFutureDiv'n=22.2 cfs -- ---"------ <br />Ute Water Future Div'n = 35.2 cfs <br />Stage Reduction = 0.10 in Sta a Reduction = 0.13 in <br />------- --- ------g----------------- ----------- <br />- - - --- - - - - - <br />Low Flow Condition (8/76) <br />------------- 175 cfs @ 2.91 ft -------- ------------------------ <br />Ute Water Future Div'n = 26.4 cfs <br />--- --------------------- StageReduction=0.51in -- ------------------------------ <br />Zero Datum on <br />---- Reference Gage ------- --------------------- ---------------- ---------- <br />Channel Cross-Section Geometry <br />_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ Based on USGS Station 09095500 - - - <br />below Grand Valley Diversion <br />near Palisade, Colorado <br />-12 + <br />0 <br />50 <br />i00 150 <br />Width (feet) <br />PAL-XSEC.XLS ... Xsect <br />200 <br />250 <br />