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Worksheet for 2O-4A Cap <br /> NoR—rtl :51All; 0J- exkM <br /> Project Description <br /> Flow Element: Irregular Section <br /> Friction Method: Manning Formula <br /> Solve For: Normal Depth <br /> Input Data <br /> Channel Slope: 0.03330 CGI V'a ft/ft <br /> Discharge: 1.06 ft3/s <br /> Options <br /> Current Roughness Weighted Meth( Improvedt-otters <br /> Open Channel Weighted Roughness Improvedt-otters <br /> Closed Channel Weighted Roughne Hortons <br /> Results <br /> Roughness Coefficient: 0.045 (MP,x� <br /> Water Surface Elevation: 6465.43,E— ft <br /> Elevation Range: 6465.31 to 6466.31 ft <br /> Flow Area: 1.15 ftz <br /> Wetted Perimeter: 19.46 ft <br /> Top Width: 19.44 ft <br /> Normal Depth: 0.12 4— O,K. a" Bill;RrA- ft <br /> Critical Depth: 0.10 ft <br /> Critical Slope: 0.07997 ft/ft <br /> Velocity: 0.92 ft/s <br /> Velocity Head: 0.01 ft <br /> Specific Energy: 0.13 ft <br /> Froude Number: 0.67 <br /> Flow Type: Subcritical <br /> Segment Roughness <br /> Start Station End Station Roughness <br /> Coefficient <br /> (-0+40, (0+00, 0.045 <br /> 6465.54) 6466.31) <br /> Section Geometry <br /> Station Elevation <br /> -0+40 6465.54 <br /> -0+03 6465.31 <br />