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<br />- <br /> <br /> <br />= Broad Crested <br /> <br />~nergy head Dr ~n spillway design <br />Spillway heigi ,sed in design <br />Weir crest shapE! . <br /> <br />1 <br /> <br />Number of Bridge Coefficient Sets <br /> <br />and Data <br /> <br />Flow Methods <br />Energy <br />Selected Low Flow Methods <br /> <br />Low <br /> <br />= Energy <br /> <br />High Flow Method <br />Pressure and Weir flow <br />Submerged Inlet Cd <br />Submerged Inlet + Outlet Cd = <br />Max Low Cord <br /> <br />8 <br /> <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 /> <br />CROSS SECTION <br /> <br />Horse Creek <br />Reach-l <br /> <br />RIVER <br />REACH <br /> <br />Sta Elev <br />10.77 6424.47 <br />26.76 6421. 39 <br />40.43 6412.28 <br />53.34 6409.92 <br />61. 73 6409.75 <br />74.89 6409.8 <br />89.46 6407.6 <br />135.11 6408.31 <br />145.66 6408.35 <br />151.22 6408.21 <br />174.81 6407.42 <br /> <br />Sta Elev <br />10.6 6424.49 <br />23.83 6421. 73 <br />37.47 6413.8 <br />52.81 6409.99 <br />61.11 6409.74 <br />73.44 6409.7 <br />87.2 6409.92 <br />132.65 6408.33 <br />142.24 6408.37 <br />150.73 6408.22 <br />163.38 6407.99 <br /> <br />44 <br /> <br />56 <br />Sta Elev <br />6.19 6425.41 <br />15.4 6423.15 <br />31.65 6417.45 <br />50.33 6410.2 <br />60.56 6409.73 <br />71. 74 6409.72 <br />86.02 6409.88 <br />122.93 6408.3 <br />141.39 6408.4 <br />150.47 6408.2 <br />161.97 6408.2 <br /> <br />000 <br /> <br />INPUT <br />Description: <br />Station Elevation Data num= <br />Sta Elev Sta Elev <br />o 6428.1 3.88 6426.29 <br />14.32 6423.4 14.84 6423.26 <br />27.15 6421.3 27.57 6421.01 <br />44.82 6411.6 46.25 6410.79 <br />57.56 6409.8 57.91 6409.8 <br />62.3 6409.8 63.92 6409.73 <br />83.09 6409.9 84.36 6409.84 <br />91.58 6396.1 120.73 6396.1 <br />139.39 6408.3 140.87 6408.37 <br />147.4 6408.3 150.35 6408.23 <br />155.61 6407.98 157.54 6408.08 <br />179.42 6407.18 <br /> <br />RS <br /> <br />n Val <br />09 <br /> <br />3 <br />Sta <br />120.73 <br /> <br />num= <br />n Val <br />045 <br /> <br />Manning's n Values <br />Sta n Val <br />o 09 <br /> <br />Sta <br />91. 58 <br /> <br />. <br /> <br />Expan <br />5 <br /> <br />Coeff Contr <br />3 <br /> <br /> <br />. <br /> <br />Right <br />12.74 <br /> <br />Channel <br />12.73 <br /> <br />Left <br />12.74 <br /> <br />2 <br />Permanent <br />F <br /> <br />Lengths <br /> <br />Right <br />120.73 <br /> <br />num= <br />Elev <br />6410.02 <br /> <br />Bank Sta: Left <br />91. 58 <br />Ineffective Flow <br />Sta L .R <br />o 4 <br />