Laserfiche WebLink
<br />Elev <br />6710 <br />2 <br />Elev <br />6710 <br /> <br />2 <br />Width <br />1.5 <br /> <br />Width <br />1.5 <br /> <br />E, <br />668-0 <br /> <br />num= <br />Elev <br />6680 <br /> <br />Ipstrearn <br />Width <br />1.5 <br />)ownstream <br />Width <br />1.5 <br /> <br />1 <br /> <br />Bridge Coefficient Sets <br /> <br />qumber of <br /> <br />~ow Flow Methods <br />Energy <br />3elected Low Flow Methods <br /> <br />and Data <br /> <br />= Highest Energy Answer <br /> <br />8 <br /> <br />~igh Flow Method <br />Pressure and Weir flow <br />Submerged Inlet Cd <br />Submerged Inlet + Outlet Cd = <br />Max Low Cord <br /> <br />~dditional 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 /> <br />CROSS SECTION <br /> <br />Trout Creek <br />Reach-1 <br /> <br />RIVER <br />REACH <br /> <br />Sta Elev <br />12.41 6699.48 <br />22.23 6699.48 <br />31. 51 6699.13 <br />49.17 6698.05 <br />62.32 6697.43 <br />78.06 6697.34 <br />90.97 6696.7 <br />112.1 6698.1 <br />130.55 6697.25 <br />158.7 6689.5 <br />169.25 6695.82 <br />192.46 6697.51 <br />213.79 6698.71 <br /> <br />56.50 <br /> <br />INPUT <br />Description: <br />Station Elevation Data num= 69 <br />Sta Elev Sta Elev Sta Elev Sta Elev <br />o 6698.8 6.29 6699.19 7.19 6699.25 10.55 6699.39 <br />12.58 6699.5 14.79 6699.47 16.63 6699.43 19.99 6699.31 <br />22.42 6699.5 22.8 6699.47 28.9 6699.52 30.73 6699.2 <br />37.32 6698.9 39.14 6698.89 39.94 6698.8 41.83 6698.75 <br />49.35 6698 49.7 6698.02 58.19 6697.71 59.52 6697.59 <br />67.53 6697.7 67.67 6697.67 68.35 6697.6 70.94 6697.33 <br />78.95 6697.3 82.46 6697.17 89.39 6696.69 90.08 6696.64 <br />93.75 6697.08 95.09 6697.17 104.97 6698.16 106.27 6698 <br />114.92 6698.25 118.5 6698.59 120.25 6698.6 125.72 6698.55 <br />134.263 6696.13 135.95 6692.64 137.66 6689.94 138.61 6689.5 <br />167.59 6689.64 167.69 6692.93 168.14 6694.1 168.822 6694.65 <br />174.23 6696.52 181.851 6697.31 186.951 6697.54 189.789 6697.54 <br />195.83 6697.69 198.86 6697.79 200.41 6698.1 204.65 6698.32 <br />217 6699.3 225.1 6700.8 228.61 6701.5 232.19 6701.84 <br /> <br />RS <br /> <br />. <br /> <br />. <br /> <br />n Val <br />08 <br /> <br />3 <br />Sta <br />167.59 <br /> <br />num= <br />n Val <br />045 <br /> <br />Sta <br />138.61 <br /> <br />Manning's n Values <br />Sta n Val <br />o .8 <br />