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119+10 RIGHT <br />• Worksheet for Irregular Channel <br />Project Description <br />Project File w:\west elk\elk 5-10.fm2 <br />Worksheet 119+10 <br />Flow Element Irregular Channel <br />Method Manning's Formula <br />Solve For Water Elevation <br />Input Data <br />Channel Slope 0.060000 ft/ft <br />Elevation range: 7,089.80 ft to 7,092.00 ft. <br />Station (ft) Elevation (ft) Start Station End Station <br />7.00 7,091.70 7.00 15.00 <br />11.00 7,089.80 <br />15.00 7,092.00 <br />Discharge 12.00 cfs <br />Results <br />Wtd. Mannings Coefficient 0.035 <br />Water Surface Elevation 7,090.80 ft <br />• <br />Flow Area 1.97 ft2 <br />Wetted Perimeter 4.42 ft <br />Top Width 3.94 ft <br />Height 1.00 ft <br />Critical Depth 7,090.98 ft <br />Crtical Slope 0.024813 ft/ft <br />Velocity 6.08 ft/s <br />Velocity Head 0.57 ft <br />Specific Energy 7,091.38 ft <br />Froude Number 1.51 <br />Flow is supercritical. <br /> <br />Roughness <br />0.035 <br />pyp7/0,y FlowMaster v5.75 <br />02:21:25 PM Haestad Methods, Inc. 37 Brooksitle floatl Waterbury, CT 06708 (203) 7557666 Page 1 of 1 <br />