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127+30 <br />• Worksheet for Irregular Channel <br />Project Description <br />Project File w:\west elk\elk 5-10.fm2 <br />Worksheet 127+30 <br />Flow Element Irregular Channel <br />Method Manning's Formula <br />Solve For Water Elevation <br />Input Data <br />Channel Slope 0.080000 ft/ft <br />Elevation range: 7,151.00 ft to 7,159.00 ft. <br />Station (ft) Elevation (ft) Start Station <br />-100.00 7,157.00 -100.00 <br />-82.00 7,153.60 <br />-44.00 7,151.00 <br />-25.00 7,151.50 <br />-10.00 7,159.00 <br />Discharge 71.00 cfs <br />Resutts <br />• <br />Wtd. Mannings Coefficient 0.035 <br />Water Surface Elevation 7,151.67 ft <br />Flow Area 11.19 ft2 <br />Wetted Perimeter 29.15 ff <br />Top Width 29.08 ft <br />Height 0.67 ft <br />Critical Depth 7,151.86 ft <br />Critical Slope 0.022149 ft/ft <br />Velocity 6.34 fUs <br />Velocity Head 0.63 ft <br />Specific Energy 7,152.29 ft <br />Froude Number 1.80 <br />Flow is supercritical. <br />• <br />End Station Roughness <br />-10.00 0.035 <br />05/11/05 FlowMaster v5.15 <br />07:5027 AM Haestatl MetFrpds, Inc. 37 Brookside Road Waterbury, CT 06708 (203) 7551666 Page 1 of 1 <br />