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Worksheet for 10A-1 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: 0.01050 ft/ft <br /> Discharge: 3.88 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 *— MAY,. <br /> Water Surface Elevation: 6477.82 4— ft <br /> Elevation Range: 6477.00 to 6484.00 ft <br /> Flow Area: 2.14 ft' <br /> Wetted Perimeter: 5.46 ft <br /> Top Width: 5.20 ft <br /> Normal Depth: 0.82 ft <br /> Critical Depth: 0.62 ft <br /> Cri ics!Slope: 0.04644 ft/ft <br /> Velocity: 1.81 ft/s <br /> Velocity Head: 0.05 ft <br /> Specific Enc, 0.87 ft <br /> Froude Number: 0.50 <br /> Flow Type: Subcritical <br /> Segment Roughness <br /> Start Station End Station Roughness <br /> Coefficient <br /> (0+00.00, (0+58.34, 0.045 <br /> 6482.60) 6484.00) <br /> Section Geometry <br /> Station Elevation <br /> 0+00.00 6482.60 <br /> 0+05.08 648244 <br />