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Worksheet for Section 10A -7 Velocity <br />Project Description <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For: Normal Depth <br />Input Data <br />Channel Slope: 0.01050 fttft <br />Discharge: 3.91 ft's <br />Options <br />Current Roughness Weighted Meth( Improvedl-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 />6477.75 <br />ft <br />Elevation Range: <br />6477.00 to 6484.00 ft <br />Flow Area: <br />1.78 <br />ft' <br />Wetted Perimeter <br />4.98 <br />ft <br />Top Width: <br />4.75 <br />ft <br />Normal Depth: <br />0.75 <br />ft <br />Critical Depth: <br />0.62 <br />ft <br />Critical Slope: <br />0.02806 <br />fttft <br />Velocity: <br />2.19 .E -- o. K . <br />ft is <br />Velocity Head: <br />0.07 <br />ft <br />Specific Energy: <br />0.83 <br />ft <br />Froude Number: <br />0.63 <br />Flow Type: <br />Subcritical <br />Segment Roughness <br />Start Station End Station Roughness <br />Coefrident <br />(0+0000, (0+58.34, 0.035 <br />6482.60) 6484.00) <br />Section Geometry <br />0+00.00 6482.60 <br />0+05.08 6482.44 <br />