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Worksheet for 9D5 Cap <br /> Project Description <br /> Flow Element: Irregular Section <br /> Friction Method: Manning Formula <br /> Solve For: Normal Depth <br /> Input Data <br /> Channel Slope: 0.06330 ft/ft <br /> Discharge: 1.46 fN/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: 0.045 mAX <br /> Water Surface Elevation: 6514.68+--- ft <br /> Elevation Range: 6514.00 to 6518.90 ft <br /> Flow Area: 0.46 ft2 <br /> Wetted Perimeter: 1.92 ft <br /> Top Width: 1.33 ft <br /> Normal Depth: 0.68A — ft <br /> Critical Depth: 0.67 ft <br /> Critical Slope: 0.06860 ft/ft <br /> Velocity: 3.20 ft/s <br /> Velocity Head: 0.16 ft <br /> Specific Energy: 0.84 ft <br /> Froude Number: 0.96 <br /> Flow Type: Subcritical <br /> Segment Roughness <br /> Start Station End Station Roughness <br /> Coefficient <br /> (0+00.00, (0+18.00, 0.045 <br /> 6518.90) 6518.90) <br /> Section Geometry <br /> Station Elevation <br /> 0+00.00 6518.90 <br /> 0+05.20 6518.00 <br />