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Worksheet for Irregular Section 10-6 <br />Project Description <br />Flow Element Irregular Section <br />Friction Method: Manning Formula <br />Solve For. Normal Depth <br />Input Data <br />Channel Slope: 0.02040 fvft <br />Discharge: 7.81 ft3 /s <br />Options <br />Current Roughness Weighted Meths Improvedt.otters <br />Open Channel Weighted Roughnes: ImprovedLotters <br />Closed Channel Weighted Roughne Hortons <br />Results <br />Roughness Coefficient. <br />0.050 <br />Water Surface Elevation: <br />5403.64 <br />ft <br />Elevation Range: <br />5402.82 to 5405.94 ft <br />Flow Area: <br />3.40 <br />ft' <br />Wetted Perimeter: <br />8.53 <br />It <br />Top Width: <br />8.30 <br />ft <br />Normal Depth: <br />0.82 <br />It <br />Critical Depth: <br />0.68 <br />ft <br />Critical Slope: <br />0.05411 <br />ftM <br />Velocity: <br />2.30 <br />ft/s <br />Velocity Head: <br />0.08 <br />ft <br />Specific Energy: <br />0 -90 <br />ft <br />Froude Number. <br />0.63 <br />Flow Type: <br />Subcriticat <br />Segment Roughness <br />Start Station End Station <br />Roughness <br />CoefltdeM <br />(0 +00. (0+17, <br />0 050 <br />5404.09) 5405.94) <br />Section Geometry <br />Station Elevation <br />0+00 5404.09 <br />0+10 5102.82 <br />