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<br />Miner's Mesa, Unnamed Trib, 7/30/98 <br />Worksheet for Irregular Channel <br /> <br />Project Description <br />Project File c:\haestad\fmw\blkhawk-.fm2 <br />Worksheet Miner's Mesa, Unnamed Trib, 7/30/98 <br />Flow Element Irregular Channel <br />Method Manning's Formula <br />Solve For Discharge <br /> <br />Input Data <br />Channel Slope <br />Water Surface Elevation <br />Elevation range: 90.10 ft to 96.60 ft. <br />Station (ft) Elevation (ft) <br />0.00 96.60 <br />3.50 95.60 <br />8.50 92.50 <br />9.80 91.40 <br />12.60 90.10 <br />13.80 91.80 <br />16.60 93.70 <br />19.30 95.20 <br />20.60 96.60 <br /> <br />0.092000 ftlft <br />94.65 ft <br /> <br />Start Station <br />0.00 <br /> <br />End Station <br />20.60 <br /> <br />Roughness <br />0.060 <br /> <br />Results <br />Wtd. Mannings Coefficient <br />Discharge <br />Flow Area <br />Wetted Perimeter <br />Top Width <br />Height <br />Critical Depth <br />Critical Slope <br />Velocity <br />Velocity Head <br />Specific Energy <br />Froude Number <br />Flow is supercritical. <br /> <br />0.060 <br />315.02 cfs <br />28.73 ft2 <br />16.29 ft <br />13.28 ft <br />4.55 ft <br />95.16 ft <br />0.051084 ftlft <br />10.96 ftls <br />1.87 ft <br />96.52 ft <br />1.31 <br /> <br />09/03/98 <br />03:38:28 PM <br /> <br />Colorado Water ConselVation Board <br />Haestad Methods. Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1666 <br /> <br />FlowMaster v5.12 <br />Page 1 of 1 <br />