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Worksheet for 9D2 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: 0.02250 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: 0.035 m,a� <br /> Water Surface Elevation: 6519.49 ft <br /> Elevation Range: 6519.00 to 6520.90 ft <br /> Flow Area: 0.61 ft2 <br /> Wetted Perimeter: 2.70 ft <br /> Top Width: 2.50 ft <br /> Normal Depth: 0.49 ft <br /> Critical Depth: 0.46 ft <br /> Critical Slope: 0.03226 ft/ft <br /> Velocity: 2.38 4-- cam• K. ft/s <br /> Velocity Head: 0.09 ft <br /> Specific Energy: 0.58 ft <br /> Froude Number: 0.84 <br /> Flow Type: Subcritical <br /> Segment Roughness <br /> Start Station End Station Roughness <br /> Coefficient <br /> (0+00.00, (0+15.70, 0.035 <br /> 6520.90) 6520.90) <br /> Section Geometry <br /> Station Elevation <br /> 0+00.00 6520.90 <br /> 0+05.00 652030 <br />