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Worksheet for Section 10-3v <br />Project Description <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For. Normal Depth <br />Input Data <br />Channel Slope: 0.02180 ft/ft <br />Discharge: 7.81 Fels <br />Options <br />Current Roughness Weighted Meths Improvedtottem <br />Open Channel Weighted Roughnes: ImprovedLotters <br />Closed Channel Weighted Roughne Horton <br />Results <br />Roughness Coefficient. <br />0.035 <br />Water Surface Elevation: <br />5395.70 <br />ft <br />Elevation Range: <br />5395.29 to 5397.20 ft <br />Flow Area: <br />3.37 <br />ft2 <br />Wetted Perimeter: <br />15.02 <br />ft <br />Top Width: <br />14.98 <br />ft <br />Normal Depth- <br />0A1 <br />ft <br />Critical Depth: <br />0.39 <br />ft <br />Critical Slope: <br />0.03033 <br />ftfft <br />Velocity <br />2.32 <br />ft/s <br />Velocity Head: <br />0.08 <br />ft <br />Specific Energy: <br />0.50 <br />ft <br />Froude Number. <br />0.86 <br />Flow Type: <br />Segment Roughness <br />Subcrfiical <br />Start Station End Station Ro <br />Caellidmci ens <br />ettt <br />(0 +00. (0 +30. 0.035 <br />5397.05) 5397.20) <br />Station Elevation <br />0+00 5397.05 <br />0+14 539529 <br />