Laserfiche WebLink
Worksheet for Section 10 -6v revised (VaLoct- 77 <br />Project Description <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For: Normal Depth <br />Input Data <br />Channel Slope: 0.0204 ft/ft <br />Discharge: 7.81 ft3 /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 />0.035 <br />Water Surface Elevation: <br />5403.08 <br />ft <br />Elevation Range: <br />5402.66 to 5405.94 ft <br />Flow Area: <br />2 -60 <br />ft2 <br />Wetted Perimeter: <br />7.45 <br />ft <br />Top Width: <br />7.30 <br />ft <br />Normal Depth: <br />0.42 <br />ft <br />Critical Depth: <br />0.39 <br />ft <br />Critical Slope: <br />0.02642 <br />ft/ft <br />Velocity: <br />3.00 t-- ot� <br />ft/s <br />Velocity Head: <br />0.14 <br />ft <br />Specific Energy: <br />0.56 <br />ft <br />Froude Number: <br />0.89 <br />Flow Type: <br />Subcritical <br />Segment Roughness <br />Start Station End Station Roughness <br />Coefficient <br />(0 +00.00, (0 +16.78, 0.035 <br />5404.09) 5405.94) <br />Section Geometry <br />Station Elevation <br />0 +00.00 5404.09 <br />0 +00.32 5404.11 <br />