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Worksheet for Irregular Section 10 -2 A, ys I S <br />Project Description <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For: Normal Depth <br />Input Data <br />Channel Slope: 0.05310 ft/ft <br />Discharge: 7.81 ft3 /S <br />Options <br />Current Roughness Weighted Meth( Improvedt_otters <br />Open Channel Weighted Roughnes: Improvedt_otters <br />Closed Channel Weighted Roughne Hortons <br />Results <br />Roughness Coefficient: <br />0.050 <br />Water Surface Elevation <br />5392.11 <br />ft <br />Elevation Range: <br />5391.55 to 5393.91 ft <br />Flow Area: <br />2.52 <br />ft2 <br />Wetted Perimeter: <br />8.31 <br />ft <br />Top Width: <br />8.23 <br />ft <br />Normal Depth: <br />0.56 <br />ft <br />Critical Depth: <br />0.56 <br />ft <br />Critical Slope: <br />0.05485 <br />ft/ft <br />Velocity: <br />3 -09 <br />ft/s <br />Velocity Head: <br />0.15 <br />ft <br />Specific Energy: <br />0.71 <br />ft <br />Froude Number: <br />0.98 <br />Flow Type: <br />Subcritical <br />Segment Roughness <br />Roughness <br />Start Station End Station Coefficient <br />(0 +00, (0 +28, 0.050 <br />539322) 5393.91) <br />Section Geometry <br />Station Elevation <br />0 +00 5393.22 <br />0 +12 5391.55 <br />