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Worksheet for Sect 30 -5 Cap <br />Project Description <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For: Normal Depth <br />Input Data <br />Channel Slope: 0.02210 <br />Discharge: 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+05.28, (0 +32.78, 0.050 <br />6977.96) 6981.00) <br />Section Geometry <br />Station Elevation <br />-0+05.28 6977.96 <br />- 0+01.00 6975.00 <br />0.050 i-- Ri4g%-&T <br />6975.27 +-- e>. K. `Top <br />6975.00 to 6981.00 ft <br />1.25 <br />5.57 <br />5.46 <br />0.27 <br />0.20 <br />0.06684 <br />1.63 <br />0.04 <br />0.31 <br />0.60 <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 />