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Worksheet for Section 10A -1A 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: 0.07680 ft/ft <br />Discharge: 52.78 ft3 /S <br />Options <br />Current Roughness Weighted Meth( ImprovedLotters <br />Open Channel Weighted Roughnes: ImprovedLotters <br />Closed Channel Weighted Roughne Horton <br />Results <br />Roughness Coefficient: <br />0.060 <br />Water Surface Elevation: <br />6461.32 <br />ft <br />Elevation Range: <br />6460.00 to 6474.78 ft <br />Flow Area: <br />8.47 <br />ftZ <br />Wetted Perimeter. <br />9.79 <br />ft <br />Top Width- <br />9.12 <br />ft <br />Normal Depth: <br />1.32 <br />ft <br />Critical Depth: <br />1.41 <br />ft <br />Critical Slope: <br />0.05811 <br />ft/ft <br />Velocity: <br />6.23 <br />ft/s <br />Velocity Head: <br />0.60 <br />ft <br />Specific Energy: <br />1.92 <br />ft <br />Froude Number. <br />1.14 <br />Flow Type: <br />Supercritical <br />Segment Roughness <br />Start Station End Station <br />Roughness <br />Coetfiaent <br />(0+00.00. (0+63.57. <br />0.060 <br />6471.54) 6474.78) <br />Section Geometry <br />0+00.00 6471.54 <br />0+01.48 6471.00 <br />