Laserfiche WebLink
Worksheet for 9R4 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: 0,33980 ft/ft <br /> Discharge: 1.46 ft3/s <br /> Options <br /> Current Roughness Weighted Meth( ImprovedLotters <br /> Open Channel Weighted Roughness ImprovedLotters <br /> Closed Channel Weighted Roughne Hortons <br /> Results <br /> Roughness Coefficient: 0.045 (MAx) <br /> Water Surface Elevation: 6520.15 ft <br /> Elevation Range: 6520.00 to 6521.45 ft <br /> Flow Area: 0.43 ftz <br /> Wetted Perimeter: 5.72 ft <br /> Top Width: 5.68 ft <br /> Normal Depth: 0.15 t— ft <br /> Critical Depth: 0.20 ft <br /> Critical Slope: 0.06002 ft/ft <br /> Velocity: 3.41 ft/s <br /> Velocity Head: 0.18 ft <br /> Specific Energy: 0.33 ft <br /> Froude Number: 2.19 <br /> Flow Type: Supercritical <br /> Segment Roughness <br /> Start Station End Station Roughness <br /> Coefficient <br /> (0+00.00, (0+09.80, 0.045 <br /> 6521.45) 6521.45) <br /> Section Geometry <br /> Station Elevation <br /> 0+00.00 6521.45 <br /> 0+01.70 6520.15 <br />