Laserfiche WebLink
Worksheet for Section 10 -6 revised ( (.A, IT/) <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 ft /s <br />Options <br />Current Roughness Weighted Meth( Improvedl_ otters <br />Open Channel Weighted Roughnes: Improvedl_otters <br />Closed Channel Weighted Roughne Hortons <br />Results <br />Roughness Coefficient: <br />0.050 <br />Water Surface Elevation: <br />5403.17 <br />ft <br />Elevation Range: <br />5402.66 to 5405.94 ft <br />Flow Area: <br />3.31 <br />ft2 <br />Wetted Perimeter: <br />7.97 <br />ft <br />Top Width: <br />7.78 <br />ft <br />Normal Depth: <br />0.51 <br />ft <br />Critical Depth: <br />0.39 <br />ft <br />Critical Slope: <br />0.05391 <br />ft/ft <br />Velocity: <br />2.36 <br />ft/s <br />Velocity Head: <br />0.09 <br />ft <br />Specific Energy: <br />0.60 <br />ft <br />Froude Number: <br />0.64 <br />Flow Type: <br />Subcritical <br />Segment Roughness <br />Start Station End Station Roughness <br />Coefficient <br />(0 +00.00, (0 +16.78, 0.050 <br />5404.09) 5405.94) <br />Section Geometry <br />Station Elevation <br />0 +00.00 5404.09 <br />0 +00.32 5404.11 <br />