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Worksheet for Exist. Section 30-1 Capacity <br />Project Description <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For: Normal Depth <br />Input Data <br />Channel Slope: 0.14300 ftAt <br />Discharge: 2.38 ft'!s <br />Options <br />Current Roughness Weighted Meth( ImprovedLotters <br />Open Channel Weighted Roughnes: improvedLotters <br />Closed Channel Weighted Roughne Horton <br />Results <br />Roughness Coefficient: <br />0.045 <br />Water Surface Elevation: <br />6440.64 <br />ft <br />Elevation Range: <br />6440.13 to 6477.43 ft <br />Flow Area: <br />0.53 <br />ft2 <br />Wetted Perimeter. <br />2.47 <br />ft <br />Top Width: <br />2.08 <br />ft <br />Normal Depth: <br />0.51 <br />ft <br />Critical Depth: <br />0.61 <br />ft <br />Critical Slope: <br />0.05508 <br />ft ft <br />Velocity: <br />4.49 <br />ftfs <br />Velocity Head: <br />0.31 <br />ft <br />Specific Energy: <br />0.62 <br />ft <br />Froude Number. <br />1.57 <br />Flow Type: <br />Supercrftical <br />Segment Roughness <br />Coefficie <br />Start Station End Station Roughness effide t <br />nt <br />(0 +00.00, (0 +2216, 0.045 <br />6477.43) 644126) <br />Section Geometry <br />Station Elevation <br />0 +00.00 6477.43 <br />0 +18.14 6440.13 <br />