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Worksheet for 10A-1A Vel <br /> Project Description <br /> Flow Element: Irregular Section <br /> Friction Method: Manning Formula <br /> Solve For: Normal Depth <br /> Input Data <br /> Channel Slope: 0.33000 MNX. (Ra-RAbVb) ft/ft <br /> Discharge: 3.88 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: 0.035 m(N, <br /> Water Surface Elevation: 6447.90 ft <br /> Elevation Range: 6447.50 to 6451.04 ft <br /> Flow Area: 0.48 ft2 <br /> Wetted Perimeter: 2.53 ft <br /> Top Width: 2.40 ft <br /> Normal Depth: 0.40 ft <br /> Critical Depth: 0.64 ft <br /> Critical Slope: 0.02806 ft/ft <br /> Velocity: 8.07 4— ft/s <br /> Velocity Head: 1.01 ft <br /> Specific Energy: 1.41 ft <br /> Froude Number: 3.18 <br /> Flow Type: Supercritical <br /> Segment Roughness <br /> Start Station End Station Roughness <br /> Coefficient <br /> (-0+40.00, (0+32.95, 0.035 <br /> 6448.17) 6450.00) <br /> Section Geometry <br /> Station Elevation <br /> -0+40.00 6448.17 <br /> -0+02.00 6448.17 <br />