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<br />. <br /> <br />. <br /> <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br /> <br />275.8 6406.14 <br />325.34 6405. <br />360.94 6405. _ <br />373.61 6405.34 <br />382.1 6405.2 <br />394.38 6404.01 <br />399.71 6403.89 <br />410.95 6403.73 <br />419.92 6403.45 <br />430.74 6403.3 <br />442.65 6403.16 <br />453.4 6403.19 <br />460.32 6403.3 <br />466.89 6403.54 <br />473.64 6403.8 <br />484.03 6404.33 <br />516.35 6414.39 <br />520.99 6416.54 <br />533.27 6422.35 <br />540.38 6425.7 <br />553.49 6432.09 <br />564.8 6445.19 <br /> <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br /> <br />274.49 6406.13 <br />317.83 6406.1 <br />334.52 6405.38 <br />368.76 6405.56 <br />377.62 6405.4 <br />388.77 6404.43 <br />398.65 6403.9 <br />407.7 6403.72 <br />412.27 6403.76 <br />427.47 6403.34 <br />438.05 6403.25 <br />452.95 6403.2 <br />457.55 6403.24 <br />463.15 6403.45 <br />470.31 6403.67 <br />482.6 6404.3 <br />510.72 6411. 5 <br />517.14 6414.77 <br />530.42 6421.02 <br />539.39 6425.05 <br />549.17 6430.03 <br />560.29 6436.4 <br /> <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br />6390 <br /> <br />270.84 64.' ':\ <br />278.9 6 <br />326.65 .4 <br />365.32 6406 <br />375.62 6405.42 <br />385.68 6404.61 <br />397.21 6403.88 <br />406.06 6403.7 <br />411.73 6403.8 <br />421.96 6403.39 <br />436.87 6403.28 <br />447.53 6403.1 <br />454.03 6403.22 <br />461.83 6403.4 <br />468.89 6403.7 <br />476.52 6403.99 <br />501. 48 6409.77 <br />516.5 6414.48 <br />525.66 6418.8 <br />537.53 6424.25 <br />546.07 6428.66 <br />558.67 6435.17 <br />589.93 6448.47 <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 />Elev <br />6425.41 <br />6423.15 <br />6417.45 <br />6410.2 <br />6409.73 <br />6409.72 <br />6409.88 <br />6408.3 <br />6408.4 <br />6408.2 <br />6408.2 <br /> <br />Section Data <br />56 <br />Sta <br />6.19 <br />15.4 <br />31. 65 <br />50.33 <br />60.56 <br />71.74 <br />86.02 <br />122.93 <br />141.39 <br />150.47 <br />161.97 <br /> <br />num= <br />Elev <br />6426.29 <br />6423.26 <br />6421. 01 <br />6410.79 <br />6409.8 <br />6409.73 <br />6409.84 <br />6396.1 <br />6408.37 <br />6408.23 <br />6408.08 <br /> <br />Sta <br />3.88 <br />14.84 <br />27.57 <br />46.25 <br />57.91 <br />63.92 <br />84.36 <br />120.73 <br />140.87 <br />150.35 <br />157.54 <br /> <br />Downstream Bridge Cross <br />Station Elevation Data <br />Sta Elev <br />o 6428.1 <br />14.32 6423.4 <br />27.15 6421. 3 <br />44.82 6411.6 <br />57.56 6409.8 <br />62.3 6409.8 <br />83.09 6409.9 <br />91. 58 6396.1 <br />139.39 6408.3 <br />147.46408.3 <br />155.61 6407.98 <br />179.42 6407.18 <br /> <br />vertical <br />vertical <br /> <br />1.0 <br />1.0 <br /> <br />to <br />to <br /> <br />o horiz <br />o horiz <br />95 <br /> <br />Manning's n Values num= 3 <br />Sta n Val Sta n Val Sta n Val <br />0 .09 91.58 .045 120.73 .09 <br />Bank Sta: Left Right Coeff Contr. Expan <br /> 91. 58 120.73 .3 .5 <br />Ineffective Flow num= 2 <br />Sta L Sta R Elev Permanent <br />0 88.74 6410.02 F <br />123.25 179.42 T <br />Upstream Embankment side slope = <br />Downstream Embankment side slope = <br />Maximum allowable submergence for weir flow = <br />Elevation at which weir flow begins <br />