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Worksheet for Irregular Section 10-1 <br />Project Description <br />Flow Element: Irregular Section <br />Friction Method: Manning Formula <br />Solve For. Normal Depth <br />Input Data <br />Channel Slope: 0.05090 Rift <br />Discharge: 7.81 ft' /s <br />Options <br />Current Roughness Weighted Meth( Improvedt_otters <br />Open Channel Weighted Roughnes Improvedt-otters <br />Closed Channel Weighted Roughne Hortorts <br />Results <br />Roughness Coefficient <br />0.050 <br />Water Surface Elevation: <br />5388.73 <br />It <br />Elevation Range: <br />5387.99 to 5390.21 It <br />Flow Area: <br />2.30 <br />ft= <br />Wetted Perimeter: <br />6.35 <br />ft <br />Top Width: <br />6.17 <br />ft <br />Normal Depth: <br />0.74 <br />ft <br />Critical Depth: <br />0.74 <br />ft <br />Critical Slope: <br />0.05273 <br />Rift <br />Velocity: <br />3.40 <br />ft/s <br />Velocity Head: <br />0.18 <br />It <br />Specific Energy: <br />0.92 <br />ft <br />Froude Number. <br />0.98 <br />Flow Type: <br />Subcrdical <br />Segment Roughness <br />Start Station End Station Rom <br />C X AiCW <br />(0+00, (0+16, 0.050 <br />5389 71) 5390.21) <br />Section Geometry <br />Station Elevation <br />0 +00 5389.71 <br />0+08 5387.99 <br />