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Worksheet for Section 10-1 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: 0.19460 fttft <br />Discharge: 52.78 "S <br />Options <br />Current Roughness Weighted Meth( Improvedl-otters <br />Open Channel Weighted Roughnes: Improvedl-otters <br />Closed Channel Weighted Roughne Horton <br />Results <br />Roughness Coefficient: <br />0.045 <br />Water Surface Elevation: <br />6370.40 <br />ft <br />Elevation Range: <br />6369.35 to 6381.71 ft <br />Flow Area: <br />5.08 <br />ft2 <br />Wetted Perimeter: <br />8.43 <br />ft <br />Top Width: <br />7.97 <br />ft <br />Normal Depth: <br />1.05 <br />ft <br />Critical Depth: <br />1.54 <br />ft <br />Critical Slope: <br />0.03282 <br />ft/ft <br />Velocity: <br />10.39 <br />ft/S <br />Velocity Head. <br />1.68 <br />ft <br />Specific Energy: <br />2.72 <br />ft <br />Froude Number. <br />219 <br />Flow Type: <br />Supercritical <br />Segment Roughness <br />Start Station End Station Roughness <br />Coefficient <br />(0+00, (0 +41, 0.045 <br />6377.13) 6381.71) <br />Section Geometry <br />Station Elevation <br />0+00 6377.13 <br />0+13 6370.00 <br />