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Worksheet for 9R3A 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: 0.12110 ft/ft <br /> Discharge: 1.46 ft'/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: 6547.14 +-- ft <br /> Elevation Range: 6547.00 to 6549.40 ft <br /> Flow Area: 0.67 ft2 <br /> Wetted Perimeter: 8.00 ft <br /> Top Width: 7.96 ft <br /> Normal Depth: 0.14 -d ft <br /> Critical Depth: 0.15 ft <br /> Critical Slope: 0.06400 ft/ft <br /> Velocity: 2.19 ft/s <br /> Velocity Head: 0.07 ft <br /> Specific Energy: 0.21 ft <br /> Froude Number: 1.34 <br /> Flow Type: Supercritical <br /> Segment Roughness <br /> Start Station End Station Roughness <br /> Coefficient <br /> (0+00.00, (0+19.10, 0.045 <br /> 6549.40) 6549.40) <br /> Section Geometry <br /> Station Elevation <br /> 0+00.00 6549.40 <br /> 0+06.00 6547.00 <br />