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• <br />87+00 <br />Worksheet for Irregular Channel <br />Project Description <br />Project File w:\west elk\elk 5-10.fm2 <br />Worksheet 87+00 <br />Flow Element Irregular Channel <br />Method Manning's Formula <br />Solve For Water Elevation <br />Input Data <br />Channel Slope 0.080000 fUft <br />Elevation range: 6, 835.00 ft to 6,850.00 ft. <br />Station (ft) Elevation (ft) Start Station End Station Roughness <br />-100.00 6,850.00 -100.00 -15.00 0.035 <br />-60.00 6,835.00 <br />-55.00 6,838.00 <br />-30.00 6,841.50 <br />-15.00 6,849.00 <br />Discharge 126.00 cfs <br />Results <br />• <br />Wtd. Mannings Coefficient 0.035 <br />Water Surtace Elevation 6,837.20 ft <br />Flow Area 10.52 ftz <br />Wetted Perimeter 10.56 ft <br />Top Width 9.55 ft <br />Height 2.20 ft <br />Critical Depth 6,837.91 ft <br />Critical Slope 0.018004 ft/ft <br />Velocity 11.98 ft/s <br />Velocity Head 2.23 ft <br />Specific Energy 6,839.43 ft <br />Froude Number 2.01 <br />Fiow is supercritical. <br />• <br />05/10/05 FlowMaster v5.15 <br />07:3929 PM Haesfad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 755-1686 Page 1 of 1 <br />