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Worksheet for 9D4 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: 0.02550 ft/ft <br /> Discharge: 1.46 ft3/s <br /> Options <br /> Current Roughness Weighted Meth( ImprovedLotters <br /> Open Channel Weighted Roughness ImprovedLotters <br /> Closed Channel Weighted Roughne Hortons <br /> Results <br /> Roughness Coefficient: 0.045 mA X'; <br /> Water Surface Elevation: 6517.74 4 — ft <br /> Elevation Range: 6517.00 to 6522.40 ft <br /> Flow Area: 0.64 ft2 <br /> Wetted Perimeter: 2.29 ft <br /> Top Width: 1.74 ft <br /> Normal Depth: 0.74 F ft <br /> Critical Depth: 0.63 ft <br /> Critical Slope: 0.06270 ft/ft <br /> Velocity: 2.26 ft/s <br /> Velocity Head: 0.08 ft <br /> Specific Energy: 0.82 ft <br /> Froude Number: 0.66 <br /> Flow Type: Subcritical <br /> Segment Roughness <br /> Start Station End Station Roughness <br /> Coefficient <br /> (0+00.00, (0+19.00, 0.045 <br /> 6522.40) 6522.40) <br /> Section Geometry <br /> Station Elevation <br /> 0+00.00 6522.40 <br /> 0+05 70 6520.20 <br />