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Worksheet for Section 10-1 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: 0.19460 fttft <br />Discharge: 52.78 ft'!s <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 />0.060 <br />Water Surface Elevation: <br />6370.53 <br />ft <br />Elevation Range: <br />6369.35 to 6381.71 ft <br />Flow Area: <br />6.18 <br />ft <br />Wetted Perimeter: <br />8.95 <br />ft <br />Top Width: <br />8.40 <br />ft <br />Normal Depth: <br />1.18 <br />It <br />Critical Depth: <br />1.54 <br />ft <br />Critical Slope: <br />0.05834 <br />ft/ft <br />Velocity: <br />8.54 <br />ft/s <br />Velocity Head: <br />1.13 <br />ft <br />Specific Energy: <br />2.31 <br />ft <br />Froude Number: <br />1.76 <br />Flow Type: <br />Supercritical <br />Segment Roughness <br />Start Station End Station Roughness <br />Coefficient <br />(0 +00, (0+41, 0.060 <br />6377 13) 6381 71) <br />Section Geometry <br />station Elevation <br />0+00 6377.13 <br />0+13 6370.00 <br />