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Worksheet for Exist. Sect 30 -1 A Capacity <br />Project Description <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For: Normal Depth <br />Input Data <br />Channel Slope: 0.29740 ft/ft <br />Discharge: 2.38 fts /s <br />Options <br />Current Roughness Weighted Meth( Improvedl-otters <br />Open Channel Weighted Roughnes: Improved_otters <br />Closed Channel Weighted Roughne Hortons <br />Results <br />Roughness Coefficient: <br />0.045 t-- #K)L . <br />Water Surface Elevation: <br />6423.24 <br />ft <br />Elevation Range: <br />6422.89 to 6430.57 ft <br />Flow Area: <br />0.43 <br />ftZ <br />Wetted Perimeter: <br />2.57 <br />ft <br />Top Width: <br />2.44 <br />ft <br />Normal Depth: <br />0.35 <br />ft <br />Critical Depth: <br />0.49 <br />ft <br />Critical Slope: <br />0.04964 <br />ftt t <br />Velocity: <br />5.50 <br />ft/s <br />Velocity Head: <br />0.47 <br />ft <br />Specific Energy: <br />0.82 <br />ft <br />Froude Number. <br />2.30 <br />Flow Type: <br />Supercritical <br />Segment Roughness <br />Start Station End Station Roughness <br />t:oetficieni <br />(0 +00.00. (0 +30.83, 0.045 <br />6430.67) 6429.05) <br />Section Geometry <br />Station Elevation <br />0 +00.00 6430.67 <br />0 +1196 6422.89 <br />