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Worksheet for 9013 Vel <br /> Project Description <br /> Flow Element: Irregular Section <br /> Friction Method: Manning Formula <br /> Solve For: Normal Depth <br /> Input Data <br /> Channel Slope: 0.02120 ft/ft <br /> Discharge: 1.46 ft3/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: 0.035 �m:N <br /> Water Surface Elevation: 6518.33 ft <br /> Elevation Range: 6518.00 to 6520.20 ft <br /> Flow Area: 0.68 ft2 <br /> Wetted Perimeter: 3.31 ft <br /> Top Width: 3.20 ft <br /> Normal Depth: 0.33 ft <br /> Critical Depth: 0.30 ft <br /> Critical Slope: 0.03216 ft/ft <br /> Velocity: 2.15 e K ft/s <br /> Velocity Head: 0.07 ft <br /> Specific Energy: 0.40 ft <br /> Froude Number: 0.82 <br /> Flow Type: Subcritical <br /> Segment Roughness <br /> Start Station End Station Roughness <br /> Coeffiaent <br /> (0+00.00, (0+13.00, 0.035 <br /> 6520.20) 6520.20) <br /> Section Geometry <br /> Station Elevation <br /> 0+00.00 6520.20 <br /> 0+06.00 6519.00 <br />