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Worksheet for 9D2 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: 0.02250 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: 0.045(,tqX <br /> Water Surface Elevation: 6519.54 w, ft <br /> Elevation Range: 6519.00 to 6520.90 ft <br /> Flow Area: 0.74 ft2 <br /> Wetted Perimeter: 2.90 ft <br /> Top Width: 2.68 ft <br /> Normal Depth: 0.54 4- ft <br /> Critical Depth: 0.46 ft <br /> Critical Slope: 0.05332 eft <br /> Velocity: 1.98 ft/s <br /> Velocity Head: 0.06 ft <br /> Specific Energy: 0.60 ft <br /> Froude Number: 0.67 <br /> Flow Type: Subcritical <br /> Segment Roughness <br /> Start Station End Station Roughness <br /> Coefficient <br /> (0+00.00, (0+15.70, 0.045 <br /> 6520.90) 6520.90) <br /> Section Geometry <br /> Station Elevation <br /> 0+00.00 6520.90 <br /> 0+05.00 6520.30 <br />