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Worksheet for Section 1O-4v <br />Project Description <br />Flow Element Irregular Section <br />Friction Method: Manning Formula <br />Sohn For: Normal Depth <br />Input Data <br />Channel Slope: 0.01560 ftfft <br />Discharge 7.81 ft' /s <br />Options <br />Current Roughness Weighted Meths Improvoedl-otters <br />Open Channel Weighted Roughnes: Improvedl_otters <br />Closed Channel Weighted Roughne Hortons <br />Results <br />Roughness Coefficient: <br />0.035 <br />Water Surface Elevation: <br />539935 <br />ft <br />Elevation Range: <br />5398.82 to 5400.47 ft <br />Flow Area: <br />2.98 <br />It, <br />Wetted Perimeter: <br />8.55 <br />ft <br />Top Width: <br />8.41 <br />ft <br />Normal Depth: <br />0.53 <br />ft <br />Critical Depth: <br />0.46 <br />ft <br />Critical Slope: <br />0.02680 <br />fttft <br />Velocity: <br />2.62 <br />ftls <br />Velocity Head: <br />0.11 <br />ft <br />Specific Energy: <br />0.63 <br />ft <br />Froude Number. <br />0.78 <br />Flow Type. <br />Subcritical <br />Segment Roughness <br />Start Station End Station Riess <br />Coertiaent <br />(0+00. (6+19, 0.035 <br />5400 47) 5400.40) <br />Section Geometry <br />Station Elevation <br />0+00 5406.47 <br />0+11 5398.82 <br />