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Worksheet for Sect 10 -5 revised ' C gPgtl-7) <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 -0178 ft/ft <br />Discharge: 7.81 ft' /s <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 />0.050 <br />Water Surface Elevation: <br />5400.27 4 -- o, 'jam . <br />ft <br />Elevation Range: <br />5399.74 to 5401.26 ft <br />Flow Area: <br />3.58 <br />ft2 <br />Wetted Perimeter: <br />8.79 <br />ft <br />Top Width: <br />8.64 <br />ft <br />Normal Depth: <br />0.53 <br />ft <br />Critical Depth: <br />0.39 <br />ft <br />Critical Slope: <br />0.05439 <br />ft/ft <br />Velocity: <br />2.18 <br />ft/s <br />Velocity Head: <br />0.07 <br />ft <br />Specific Energy: <br />0.60 <br />ft <br />Froude Number: <br />0.60 <br />Flow Type: <br />Subcritical <br />Segment Roughness <br />Roughness <br />Start Station End Station Coefficient <br />(0 +00.00, (0 +20.00, 0.050 <br />5401.24) 5401.26) <br />Section Geometry <br />Station Elevation <br />0 +00.00 5401.24 <br />0 +07.96 5400.55 <br />