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Worksheet for Section 10-1v <br />Project Description <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For Normal Depth <br />Input Data <br />Channel Slope. 0.05090 ft/ft <br />Discharge: 7.81 ft!s <br />Options <br />Current Roughness Weighted Meth( Improvedl-otters <br />Open Channel Weighted Roughnes Improvedlotters <br />Closed Channel Weighted Roughne Hortorks <br />Results <br />Roughness Coefficient: <br />0.035 <br />Water Surface Elevation: <br />5388.64 <br />ft <br />Elevation Range: <br />5387.99 to 5390.21 ft <br />Flow Area: <br />1.76 <br />ft' <br />Wetted Perimeter. <br />5.56 <br />ft <br />Top Width: <br />5.40 <br />ft <br />Normal Depth: <br />0.65 <br />ft <br />Critical Depth: <br />0.74 <br />ft <br />Critical Slope: <br />0.02584 <br />ftift <br />Velocity: <br />4.44 <br />ft/s <br />Velocity Head: <br />0.31 <br />ft <br />Specific Energy: <br />096 <br />ft <br />Froude Number: <br />1.37 <br />Flow Type: <br />Supercritical <br />Segment Roughness <br />Start Station End Station <br />Couglress <br />Coefficieirt <br />(0+00, (0+16. <br />0.035 <br />5389.71) 539021) <br />Section Geometry <br />Station Elevation <br />0+00 5389.71 <br />0+08 5387.99 <br />