Laserfiche WebLink
Worksheet for Section 10A -1A Velocity <br />Project Description <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For: Normal Depth <br />Input Data <br />Channel Slope: 0.07680 ft/ft <br />Discharge: 52.78 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: <br />0.045 <br />Water Surface Elevation: <br />6461.14 <br />ft <br />Elevation Range: <br />6460.00 to 6474.78 ft <br />Flow Area: <br />6.93 <br />ft <br />Wetted Perimeter. <br />9.12 <br />ft <br />Top Width: <br />8.55 <br />ft <br />Normal Depth: <br />1.14 <br />ft <br />Critical Depth: <br />1.41 <br />ft <br />Critical Slope: <br />0.03269 <br />ft/ft <br />Velocity: <br />7.62 <br />ft/s <br />Velocity Head: <br />0.90 <br />ft <br />Specific Energy: <br />2.05 <br />It <br />Froude Number: <br />1.49 <br />Flow Type: <br />Supercritical <br />Segment Roughness <br />Start Station End Station Coef Ro fte t <br />c4ficient <br />(0+00.00, (0+63.57, 0 045 <br />6471.54) 6474.78) <br />Section Geometry <br />Station Elevation <br />0+00.00 6471.54 <br />0+01.48 6471.00 <br />