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Worksheet for Exist. Sect 30-1A Velocity <br />Project Description <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For Normal Depth <br />Input Data Wit <br />Channel Slope: 0.29740 <br />Discharge: 2.38 ft'!s <br />Options <br />Current Roughness Weighted Meth( 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 />6423.21 <br />It <br />Elevation Range: <br />6422.89 to 6430.57 ft <br />Flow Area: <br />0.36 <br />ft' <br />Wetted Perimeter: <br />2.35 <br />It <br />Top Width: <br />2.23 <br />it <br />Normal Depth: <br />0.32 <br />ft <br />Critical Depth: <br />0.49 <br />ft <br />Critical Slope: <br />0.03003 <br />Wit <br />Velocity: <br />6.63 -~ A P mc+ t„ P. <br />ftls <br />Velocity Head: <br />0.68 <br />It <br />Speck Energy: <br />1.00 <br />It <br />Froude Number <br />2.91 <br />Flow Type: <br />Supercritical <br />Segment Roughness <br />Start Station End Station <br />Roughness <br />Coefficient <br />(0 +00.00, (0 +30.83, 0.035 <br />6430.57) 6429.05) <br />Section Geometry <br />Station Elevation <br />0+00.00 6430.57 <br />0+13.96 8422.88 <br />