Laserfiche WebLink
Workshoot for Irregular Soctlon - 1 <br />Pt elect Description <br />Flow Element <br />Faction Method <br />Solve For <br />Input Data <br />Channel Slope <br />Discharge <br />Segment Roughness <br />Skirt Station Ertd Soon Cot <br />0+00. (1 +15 0035 <br />6451 58) 8452 98) <br />Section Geometry <br />Sheen Elevebon <br />0.00 8451 58 <br />0.09 8448 13 <br />Irregular Section <br />Manning Formula <br />Normal Depth <br />0 05000 <br />8 56 <br />OPttonll <br />Current Roughness Weighted Methi ImprovedLotters <br />Open Channel Weighted Roughnes ImprovedLotters <br />Closed Channel Weighted Roughne Hortons <br />Results <br />Roughness Coefficient 0 036 <br />Water Surface Elevation 6444 28 ft <br />Elevation Range 6443 49 to 6452 96 ft <br />h,ow Area I / r <br />Wetted Perimeter 4 68 ft <br />Top Width 4 39 ft <br />Normal 1900th U /9 <br />Critical Depth 0 90 ft <br />Cntical Slope 0 02531 ft/ft <br />Velocity 4 91 ft/s <br />Velocity Head 0.38 ft <br />Specific Energy 1 17 ft <br />Froude Number 1 37 <br />Flow Type Supercritical <br />ESWMP -28 <br />ft/ft <br />ft' /s <br />