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Worksheet for 9R4 Vei <br /> Project Description <br /> Flow Element: Irregular Section <br /> Friction Method: Manning Formula <br /> Solve For: Normal Depth <br /> Input Data <br /> Channel Slope: 0.33980 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: 0.035 <br /> Water Surface Elevation: 6520.14 ft <br /> Elevation Range: 6520.00 to 6521.45 ft <br /> Flow Area: 0.35 ft2 <br /> Wetted Perimeter: 5.21 ft <br /> Top Width: 5.18 ft <br /> Normal Depth: 0.14 ft <br /> Critical Depth: 0.20 ft <br /> Critical Slope: 0.03632 ft/ft <br /> Velocity: 4.13 F— K• ft/s <br /> Velocity Head: 0.26 ft <br /> Specific Energy: 0.40 ft <br /> Froude Number: 2.78 <br /> Flow Type: Supercritical <br /> Segment Roughness <br /> Start Station End Station Roughness <br /> Coefficient <br /> (0+00.00, (0+09.80, 0.035 <br /> 6521 A5) 6521.45) <br /> Section Geometry <br /> Station Elevation <br /> 0+00.00 6521.45 <br /> 0+01.70 6520.15 <br />