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Worksheet for Section 10-2 Capacity <br />Project Description <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For Normal Depth <br />Input Data <br />Channel Slope: 0.10690 f ift <br />Discharge: 52.78 fr/s <br />Options <br />Current Roughness Weighted Methc ImprovedLotters <br />Open Channel Weighted Roughnes: ImprovedLotters <br />Closed Channel Weighted Roughne Hortons <br />Results <br />Roughness Coefficient: <br />0.060 <br />Water Surface Elevation: <br />6411.19 <br />ft <br />Elevation Range: <br />6410.00 to 6420.00 ft <br />Flow Area: <br />9.34 <br />fta <br />Wetted Perimeter. <br />16.03 <br />ft <br />Top Width: <br />15.72 <br />ft <br />Normal Depth: <br />1.19 <br />ft <br />Critical Depth: <br />1.32 <br />ft <br />Critical Slope: <br />0.06190 <br />ft!ft <br />Velocity: <br />5.65 <br />We <br />Velocity Head: <br />0.50 <br />ft <br />Specific Energy: <br />1.68 <br />ft <br />Froude Number: <br />1.29 <br />Flow Type: <br />Supercritical <br />Segment Roughness <br />Start Station End Station <br />Roughness <br />CoefiHaerd <br />(0+00. (0+81. <br />0.060 <br />6420.00) 6419.08) <br />Section Geometry <br />Station Elevation <br />0+00 642000 <br />0 +22 6410.00 <br />