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Worksheet for Section 10-6v <br />Project Description <br />Flow Element: <br />Irregular Section <br />Friction Method: <br />Manning Formula <br />Sohn For- <br />Normal Depth <br />Input Data <br />Elevation Range. <br />Channel Slope: <br />0.02040 Wit <br />Discharge. <br />7.81 It% <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 />5403.54 <br />ft <br />Elevation Range. <br />5402.82 to 5405.94 It <br />Flow Area <br />2 -60 <br />fP <br />Wetted Perimeter: <br />7.47 <br />It <br />Top Width: <br />7.26 <br />It <br />Normal Depth: <br />0.72 <br />It <br />Critical Depth: <br />0.68 <br />It <br />Critical Slope: <br />0 -02652 <br />ft /ft <br />Velocity. <br />3.00 <br />ft/s <br />Velocity Head: <br />0.14 <br />It <br />Specific Energy: <br />0.86 <br />It <br />Froude Number: <br />0.88 <br />Flow Type: <br />Subcritical <br />Segment Roughness <br />Start Sw*m Era Stan Rom <br />tio <br />Coe(fiaent <br />(0+00. (0+17. 0.035 <br />5404.09) 5405.94) <br />Section Geometry <br />Station Elevation <br />0 +00 5404.08 <br />0+10 5402.82 <br />