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Worksheet for Section 10A -1 Capacity <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 ft/ft <br />Discharge: 3.91 Fels <br />Options <br />Current Roughness Weighted Meth( Improvedl_otters <br />Open Channel Weighted Roughnes: Improvedlotters <br />Closed Channel Weighted Roughne Hortons <br />Resuks <br />Roughness Coefficient: <br />0.045 <br />Water Surface Elevation: <br />6477.83 <br />ft <br />Elevation Range: <br />6477.00 to 6484.00 ft <br />Flow Area: <br />2.15 <br />ftZ <br />Wetted Perimeter. <br />5.47 <br />ft <br />Top Width: <br />5.22 <br />ft <br />Normal Depth: <br />0.83 <br />ft <br />Critical Depth: <br />0.62 <br />ft <br />Critical Slope: <br />0.04639 <br />ftfR <br />Velocity: <br />1.82 <br />ft/s <br />Velocity Head: <br />0.05 <br />ft <br />Specific Energy: <br />0.88 <br />ft <br />Froude Number: <br />0.50 <br />Flow Type: <br />Subcritical <br />Segment Roughness <br />Siam Station End Station <br />Roughness <br />CoeffiaeM <br />(0+00.00. (0 +58,34, <br />0.045 <br />e482.e0) 6484.00) <br />Section geometry <br />Station Elevation <br />0+00.00 6482.60 <br />0+05.08 6482.44 <br />