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<br />. <br /> <br />Bank sta:9. Right Coeff Contr Expan . <br />139.48 .3 .5 <br />Ineffective Flow num= 2 <br />Sta L Sta R Elev Permanent <br />0 95.15 6620.69 F <br />139.48 252.82 6620.69 F <br />Upstream Embankment side slope = o horiz to 1.0 vertical <br />Downstream Embankment side slope = o horiz to 1.0 vertical <br />Maximum allowable submergence for weir flow = 95 <br />Elevation at which weir flow begins = <br />Energy head used in spillway design = <br />Spillway height used in design = <br />Weir crest shape = Broad Crested <br />Number of Piers = 2 <br />Pier Data <br />Pier Station Upstream= 143.11 Downstream= 108.65 <br />Upstream num= 2 <br />Width Elev Width Elev <br />1 6608 1 6615.09 <br />Downstream num= 2 <br />Width Elev Width Elev <br />1 6608 1 6615.09 <br />Pier Data <br />Pier Station Upstream= 158.51 Downstream= 124.05 <br />Upstream num= 2 <br />Width Elev Width Elev <br />1 6608 1 6615 <br />Downstream num= 2 <br />Width Elev Width Elev <br />1 6608 1 6615 <br />Number of Bridge Coefficient Sets = 1 <br />Low Flow Methods and Data <br />Energy <br />Selected Low Flow Methods = Energy <br />High Flow Method <br />Pressure and Weir flow <br /> Submerged Inlet Cd = <br /> submerged Inlet + Outlet Cd = .8 <br /> Max Low Cord = <br />Additional Bridge Parameters <br />Add Friction component to Momentum <br />Do not add Weight component to Momentum <br />Class B flow critical depth computations use critical depth <br /> inside the bridge at the upstream end <br />Criteria to check for pressure flow = Upstream energy grade line <br />