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Worksheet for 9R2 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: 0.16320 ft/ft <br /> Discharge: 1.46 ft'/s <br /> Options <br /> Current Roughness Weighted Meth( Improvedl-otters <br /> Open Channel Weighted Roughnes: Improvedl-otters <br /> Closed Channel Weighted Roughne Hortons <br /> Results <br /> Roughness Coefficient: 0.045(mA. <br /> Water Surface Elevation: 6556.27 4-- ft <br /> Elevation Range: 6556.00 to 6560.80 ft <br /> Flow Area: 0.42 ftZ <br /> Wetted Perimeter: 3.12 ft <br /> Top Width: 3.07 ft <br /> Normal Depth: 0.27 t— ft <br /> Critical Depth: 0.33 ft <br /> Critical Slope: 0.05490 ft/ft <br /> Velocity: 3.49 ft/s <br /> Velocity Head: 0.19 ft <br /> Specific Energy: 0.46 ft <br /> Froude Number: 1.67 <br /> Flow Type: Supercritical <br /> Segment Roughness <br /> Start Station End Station Roughness <br /> Coefficient <br /> (0+00.00, (0+21.40, 0.045 <br /> 6560.80) 6560.80) <br /> Section Geometry <br /> Station Elevation <br /> 0+00.00 6560.80 <br /> 0+05.50 6557.70 <br />