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Worksheet for Section 1 OA -1 A Velocity <br />Project Desaiption <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For Normal Depth <br />Input Data <br />Channel Slope: 0.07680 fttft <br />Discharge: 52.78 ftft <br />Options <br />Current Roughness Weighted Meths Improvedl_otters <br />Open Channel Weighted Roughnes: ImprovedLotters <br />Closed Channel Weighted Roughne Horton <br />Results <br />Roughness Coefficient: <br />0.045 <br />Water Surface Elevation: <br />6461.14 <br />ft <br />Elevation Range: <br />6460.00 to 6474.78 ft <br />Flow Area: <br />6.93 <br />ftz <br />Wetted Perimeter: <br />9.12 <br />ft <br />Top Width: <br />8.55 <br />It <br />Normal Depth: <br />1.14 <br />ft <br />Critical Depth: <br />1.41 <br />It <br />Critical Slope: <br />0.03269 <br />Rift <br />Velocity. <br />7.62 <br />ft/s <br />Velocity Head: <br />0.90 <br />ft <br />Specific Energy: <br />2.05 <br />ft <br />Froude Number. <br />1.49 <br />Flow Type: <br />Supercritical <br />Segment Roughness <br />Start Smtior► Enid Sfadon � <br />(0 +00.00, (0+83.57, 0.045 <br />647154) 8474.78) <br />Section Ceom try <br />Station Elevadon <br />0+90.00 6471.54 <br />0+01.48 6471.00 <br />