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Worksheet for Section 10-1 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- 0.19460 wft <br />Discharge: 52.78 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 />0.060 <br />Water Surface Elevation: <br />6370.53 <br />ft <br />Elevation Range: <br />6369.35 to 6381.71 ft <br />Flow Area: <br />6.18 <br />ftZ <br />Wetted Perimeter. <br />8.95 <br />ft <br />Top Width: <br />8.40 <br />ft <br />Normal Depth: <br />1.18 <br />It <br />Critical Depth: <br />1.54 <br />ft <br />Critical Slope: <br />0.05834 <br />ftift <br />Velocity: <br />8.54 <br />ftts <br />Velocity Head: <br />1.13 <br />It <br />Specific Energy: <br />2.31 <br />ft <br />Froude Number. <br />1.76 <br />Flow Type. <br />Supercritical <br />Segment Roughness <br />Start Station End Station R affict esa <br />cent <br />(0+00, (0 +41, 0.080 <br />8377.13) 838171) <br />Section Geometry <br />Station Elevation <br />0+00 637713 <br />0+13 6370.00 <br />