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Worksheet for Sect 30 -2 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 />0.09880 <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 />Coetfitient <br />(-0+38.12, (0 +05.40, 0.050 <br />6987.00) 6981.13) <br />Section Geometry <br />Station Elevation <br />-0+38.12 6987.00 <br />0+00.00 6980.43 <br />0.050 * t{ 1411 iS,' <br />698076 .-- --K - i -P - 4,18 L.13 <br />6980.43 to 6987.00 ft <br />0.73 <br />4.49 <br />4.44 <br />0.33 <br />0.35 <br />0.06581 <br />2.78 <br />0.12 <br />0.45 <br />1.21 <br />Supercritical <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 />