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Worksheet for Sect 30 -3 Cap <br />Project Description <br />Flow Element: <br />Friction Method: <br />Solve For: <br />Input Data <br />Channel Slope: <br />Discharge: <br />Irregular Section <br />Manning Formula <br />Normal Depth <br />0.06310 <br />2.03 <br />Options <br />Current Roughness Weighted Meth( ImprovedLotters <br />Open Channel Weighted Roughnes: ImprovedLotters <br />Closed Channel Weighted Roughne Hortons <br />Results <br />Roughness Coefficient: <br />Water Surface Elevation: <br />Elevation Range: <br />Flow Area: <br />Wetted Perimeter: <br />Top Width: <br />Normal Depth: <br />Critical Depth: <br />Critical Slope: <br />Velocity: <br />Velocity Head: <br />Specific Energy: <br />Froude Number: <br />Flow Type: <br />Segment Roughness <br />Start Station End Station Roughness <br />Coefficient <br />( -0 +2226, (0 +27.36, 0.050 <br />6976.00) 6977.61) <br />Section Geometry <br />Station Elevation <br />- 0+2226 6976.00 <br />0 +00.00 6974.47 <br />0.050-t- <br />6974.79-4 v. t� , "%r ' M ice. cx- <br />6974.47 to 6978.92 ft <br />0.93 <br />5.82 <br />5.76 <br />0.32 <br />0.32 <br />0.06824 <br />2.19 <br />0.07 <br />0.40 <br />0.96 <br />Subcritical <br />ft/ft <br />ft-'/s <br />ft <br />ftz <br />ft <br />ft <br />ft <br />ft <br />ft/ft <br />ft/s <br />ft <br />ft <br />