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Worksheet for Section 10 -3 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: 0.20000 fttft <br />Discharge: 52.78 ft /s <br />Options <br />Current Roughness Weighted Meth( ImprovedLotters <br />Open Channel Weighted Roughness ImprovedLotters <br />Closed Channel Weighted Roughne Hortons <br />Results <br />Roughness Coefficient: <br />0.060 <br />Water Surface Elevation: <br />6439.10 <br />ft <br />Elevation Range: <br />6436.76 to 6455.68 ft <br />Flow Area: <br />5.44 <br />ft' <br />Wetted Perimeter. <br />6.65 <br />ft <br />Top Width: <br />4.66 <br />ft <br />Normal Depth: <br />2.34 <br />ft <br />Critical Depth: <br />2.81 <br />It <br />Critical Slope: <br />0.07529 <br />ft/ft <br />Velocity: <br />9.70 <br />ft/s <br />Velocity Head: <br />1.46 <br />ft <br />Specific Energy: <br />3.80 <br />ft <br />Froude Number: <br />1.58 <br />Flow Type: <br />Supercritical <br />Segment Roughness <br />Start Station End Station <br />Roe ti�iefte nt <br />Co t <br />(0 +00, (0 +64, <br />0.060 <br />6455.68) 6455.00) <br />Section Geometry <br />Station Elevation <br />0+00 6455.68 <br />0+21 6444.01 <br />