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Worksheet for Irregular section - 2 <br />Prot OesarkNwn <br />Flow Element <br />Friction Method <br />Solve For <br />Input Data <br />Channel Slope <br />Discharge <br />Segment Roughness <br />Sort Station End Melton Coefficient <br />(0.00 (0.51 0 038 <br />6458 89) 8458 64) <br />Section Geometry <br />Station Elevation <br />0+00 8458 89 <br />0.07 8454 75 <br />Irregular Section <br />Manning Formula <br />Normal Depth <br />0 03300 <br />3 18 <br />Options <br />Current Roughness Weighted Meth( ImprovedLotters <br />Open Channel Weighted Roughnes ImprovedLotters <br />Closed Channel Weighted Roughne Hortons <br />Raauitt <br />Roughness Coefficient 0 038 <br />Water Surface Elevation 6453 71 ft <br />Elevation Range 8453 32 to 6458 89 ft <br />I- tow Area I ao n <br />Wetted Perimeter 7 06 ft <br />Top Width 8 98 ft <br />Normal Depth 0 39 ft <br />Critical Depth 0 38 ft <br />Critical Slope 0 03724 ft/ft <br />Velocity 2 36 ft/s <br />Velocity Head 0 09 ft <br />Specific Energy 0 47 ft <br />Froude Number 0 94 <br />Flow Type Subcnticel <br />ESWMP-3 1 <br />ft/ft <br />ft' /s <br />