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Worksheet for Section 10-5v <br />Project Description <br />Flow Element. Irregular Section <br />Friction Method: Manning Formula <br />Solve For. Normal Depth <br />Input Data <br />Channel Slope: 0.01780 ft/ft <br />Discharge: 7.81 ft /s <br />Options <br />Current Roughness Weighted Methe Improvedt-otters <br />Open Channel Weighted Roughnes: Improvedl-ofters <br />Closed Channel Weighted Roughne Hortons <br />Results <br />Roughness Coefficient: <br />0.035 <br />Water Surface Elevation: <br />5400.91 <br />It <br />Elevation Range: <br />5400.52 to 5401.24 It <br />Flow Area: <br />3.39 <br />1? <br />Wetted Perimeter. <br />13.09 <br />ft <br />Top Width: <br />13.00 <br />ft <br />Normal Depth: <br />0.39 <br />ft <br />Critical Depth: <br />0.34 <br />ft <br />Critical Slope: <br />0.02917 <br />ft/ft <br />Velocity <br />2.30 <br />ttis <br />Velocity Head: <br />0.08 <br />ft <br />Specific Energy: <br />0.47 <br />ft <br />Froude Number: <br />0.80 <br />Flow Type: <br />Segment Roughness <br />Subc ritical <br />Start Station End Station Roughness <br />Coeffiaent <br />(0+00, (0+20. 0.035 <br />5401.24) 5401.20) <br />Section Geometry <br />0+00 540124 <br />0+14 5400 52 <br />