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<br />. <br /> <br />1aximum al1we submergence for weir flow = 95 <br />~levation a :h weir flow begins = . <br />~nergy head -d in spillway design = <br />3pillway height used in design = <br />qeir crest shape = Broad Crested <br />~umber of Bridge Coefficient Sets = 1 <br />~ow Flow Methods and Data <br />Energy <br />3elected Low Flow Methods = Energy <br />~igh Flow Method <br />Pressure and Weir flow <br />Submerged Inlet Cd = <br />Submerged Inlet + Outlet Cd = .8 <br />Max Low Cord = <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 />I""'fn^~C1 C''C'rUT''Tf"\1\1 <br />V.[\.VUU ....,~........1..LVl... <br />RIVER: Trout Creek <br />REACH Reach-1 <br /> <br />Sta Elev <br />36.11 6709.33 <br />43.79 6708.84 <br />47.67 6708.64 <br />53.75 6708.36 <br />64.79 6707.78 <br />78.88 6707.2 <br />95.74 6707.53 <br />110.79 6707.41 <br />138.55 6707.75 <br />151.01 6708 <br />161. 6 6707.4 <br />185.74 6707.4 <br />196.47 6706.84 <br />223.93 6708.74 <br />231.65 6707.73 <br />246.02 6707.53 <br />257.79 6708.83 <br />272.84 6710.17 <br />287.69 6711. 02 <br />331. 8 6711. 57 <br /> <br />Sta Elev <br />27.4 6709.88 <br />42.32 6709.06 <br />46.64 6708.92 <br />53.05 6708.47 <br />62.646707.64 <br />75.03 6707.41 <br />91.86 6707.52 <br />108.93 6707.94 <br />134.27 6707.72 <br />147.62 6707.99 <br />159.82 6707.47 <br />182.15 6707.4 <br />195.25 6706.84 <br />222.39 6708.53 <br />231. 55 6707.73 <br />245.26 6707.51 <br />256.32 6708.71 <br />270.86 6710.11 <br />287.55 6711. 09 <br />331. 59 6711. 58 <br /> <br />67.24 <br /> <br />188 <br />Sta Elev <br />16.01 6719.5 <br />41.41 6708.85 <br />45.76 6708.93 <br />52.82 6708.48 <br />57.77 6707.97 <br />73.18 6707.53 <br />87.55 6707.56 <br />108.74 6707.93 <br />132.21 6707.7 <br />147.55 6707.99 <br />154.26 6707.8 <br />177.24 6707.35 <br />195.08 6706.8 <br />213.58 6707.6 <br />231. 43 6707.7 <br />241.3 6707.3 <br />255.46 6708.6 <br />267.04 6709.6 <br />286.89 6711. 21 <br />326.01 6703.78 <br /> <br />RS <br /> <br />num= <br />Elev <br />6723.16 <br />6708.93 <br />6708.87 <br />6708.57 <br />6708.01 <br />6707.57 <br />6707.41 <br />6707.79 <br />6707.55 <br />6707.68 <br />6707.89 <br />6707.24 <br />6706.81 <br />6707.21 <br />6708.82 <br />6707.25 <br />6707.99 <br />6709.41 <br />6710.6 <br />6703.78 <br /> <br />INPUT <br />Description: <br />Station Elevation Data <br />Sta Elev Sta <br />o 6731.1 9.75 <br />97 6709.3 38.75 <br />45 6708.9 45.05 <br />48 6708.6 48.57 <br />11 6708 56.31 <br />61 6707.7 71.65 <br />07 6707.6 83.81 <br />88 6707.7 102.49 <br />41 6707.1 127.05 <br />83 6707.7 140.97 <br />46 6707.93 152.09 <br />02 6707.24 173.48 <br />47 6706.93 194.82 <br />59 6707.04 210.85 <br />48 6708.84 226.25 <br />41 6707.65 239.97 <br />58 6707.68 251.2 <br />81 6709.13 263.83 <br />38 6710.24 281.48 <br />97 6711.05 296.85 <br /> <br />36 <br />44 <br /> <br />56 <br />65 <br />82 <br />100 <br />114 <br />139 <br />151 <br />163 <br />192 <br />207 <br />225 <br />235 <br />247 <br />261 <br />274 <br />287 <br />