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Worksheet for Sect 20 -1 Velocity <br />Project Description <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For: Normal Depth <br />Input Data <br />Channel Slope: 0.05000 ft/ft <br />Discharge: 8.56 ft3 /5 <br />Options <br />Current Roughness Weighted Meth( ImprovedLotters <br />Open Channel Weighted Roughnes! ImprovedLotters <br />Closed Channel Weighted Roughne Hortons <br />Results <br />Roughness Coefficient: <br />0.035 <br />Water Surface Elevation: <br />6444.28 <br />ft <br />Elevation Range: <br />6443.49 to 6452.96 ft <br />Flow Area: <br />1.74 <br />ft2 <br />Wetted Perimeter: <br />4.68 <br />ft <br />Top Width: <br />4.39 <br />ft <br />Normal Depth: <br />0.79 <br />ft <br />Critical Depth: <br />0.90 <br />ft <br />Critical Slope: <br />0.02531 <br />ft/ft <br />Velocity: <br />4.91 4-- K <br />ft/s <br />Velocity Head: <br />0.38 <br />ft <br />Specific Energy: <br />1.17 <br />ft <br />Froude Number: <br />1.37 <br />Flow Type: <br />Supercritical <br />Segment Roughness <br />Start Station End Station Roughness <br />Coefficient <br />(0 +00, (1 +15, 0.035 <br />6451.58) 6452.96) <br />Section Geometry <br />Station Elevation <br />0 +00 6451.58 <br />0 +09 644813 <br />