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Worksheet far Section 10-2v <br />Project Description <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For. Normal Depth <br />Input Data <br />Channel Slope: 005301 fttft <br />Discharge: 7.81 fris <br />Options <br />Current Roughness Weighted Methr ImprovedLotters <br />Open Channel Weighted Roughnes• ImprovedLotters <br />Closed Channel Weighted Roughne Horton <br />Results <br />Roughness Coefficient: <br />0.035 <br />Water Surface Elevation: <br />5392.04 <br />ft <br />Elevation Range: <br />5391.55 to 5393.91 R <br />Flow Area: <br />1.94 <br />ftz <br />Wetted Perimeter. <br />7.33 <br />ft <br />Top Width: <br />7.26 <br />ft <br />Normal Depth: <br />0.49 <br />ft <br />Critical Depth: <br />0.56 <br />ft <br />Critical Slope: <br />0.02687 <br />ftfft <br />Velocity: <br />4.03 <br />fits <br />Velocity Head: <br />0.25 <br />ft <br />Speck Energy: <br />0.74 <br />ft <br />Froude Number. <br />1.37 <br />Flow Type: <br />Supercritical <br />Segment Roughness <br />Start Station End St d <br />Cougl�ss <br />Coeficient <br />(0+00, (0+28, <br />0 035 <br />539322) 5393.91) <br />Section Geometry <br />Station Elevation <br />0 +00 5393.22 <br />0+12 5391.55 <br />