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Worksheet for Section 20-2v <br />Project Description <br />Flow Element: <br />Irregular Section <br />Friction Method: <br />Manning Formula <br />Solve For: <br />Normal Depth <br />Input Data <br />5401.97 <br />Channel Slope: <br />0.14000 ft/ft <br />Discharge: <br />2.93 R' /s <br />Options <br />Current Roughness Weighted Meth( Improvedl_otters <br />Open Channel Weighted Roughnes: Improvedl-otters <br />Closed Channel Weighted Roughne Horton <br />Results <br />Roughness Coefficient: <br />0.035 <br />Water Surface Elevation: <br />5401.97 <br />ft <br />Elevation Range: <br />540162 to 5403.81 ft <br />Flow Area: <br />0.60 <br />ft2 <br />Wetted Perimeter. <br />149 <br />ft <br />Top Width: <br />3.41 <br />It <br />Normal Depth: <br />0.35 <br />ft <br />Critical Depth: <br />0.47 <br />ft <br />Critical Slope: <br />0.02985 <br />ft/ft <br />Velocity: <br />4.90 <br />ft/s <br />Velocity Head: <br />0.37 <br />ft <br />Specific Energy: <br />0.72 <br />ft <br />Froude Number: <br />2.06 <br />Flow Type: <br />Supercritical <br />Segment Roughness <br />Start Station End Station coupxwt <br />o�fiaent <br />{0}00, (0+13, 0.035 <br />5402.57) 5403.81) <br />Section Geometry <br />Station Elevation <br />0+00 5402.57 <br />0+06 5401.62 <br />