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<br /> <br />Expan <br />3 <br /> <br />Coeff Contr <br />1 <br /> <br />396.2 648: ~., 396.73 6483.77 399.32 6484.Sa <br />Manning's n VQ~ues num= 3 <br />sta n Val Sta n Val Sta n Val <br />0 .09 197.39 .045 221. 5 .09 <br />Bank sta: Left Right Lengths: Left Channel Right <br /> 197.39 221.5 482.12 500 478.92 <br />Ineffective Flow num= 1 <br />Sta L Sta R Elev Permanent <br />270.41 399.32 6460.33 F <br />CROSS SECTION <br /> <br />Horse Creek <br />Reach-1 <br /> <br />RIVER <br />REACH <br /> <br />. <br /> <br />Sta Elev <br />5.45 6464.7 <br />11.26 6463.2 <br />16.32 6462.4 <br />48.08 6457.2 <br />63.65 6455.5 <br />80.9 6452.4 <br />97.85 6451.1 <br />108.24 6450.8 <br />137.286450.4 <br />148.52 6450.14 <br />167.21 6448.37 <br />183.7 6448.44 <br />196.37 6448.89 <br />209.05 6447.99 <br />218.81 6447 <br />239.04 6452.6 <br />268.72 6461.38 <br />282.64 6461. 22 <br />296.81 6461.11 <br />309.75 6464.43 <br />333.02 6474.84 <br />346.47 6481.53 <br />359.49 6486.56 <br />372.47 6491.38 <br /> <br />5 <br />6 <br /> <br />Sta Elev <br />3.99 6464.97 <br />10.29 6463.32 <br />14.74 6462.29 <br />33.51 6459.06 <br />62.83 6455.63 <br />74.98 6453.66 <br />90.89 6451.24 <br />105.13 6450.92 <br />130.03 6450.6 <br />148.29 6450.15 <br />165.34 6448.56 <br />178.07 6448.82 <br />193.42 6448.99 <br />208.13 6448.3 <br />218.36 6446.17 <br />236.75 6451.12 <br />267.24 6461.3 <br />279.4 6461.4 <br />289.81 6461 <br />305.23 6462.6 <br />325.57 6471.8 <br />341. 71 6479 <br />356.44 <br />370.64 <br /> <br />6485 <br />6490 <br /> <br />045.00 <br /> <br />121 <br />Sta .Elev <br />3.79 6465.01 <br />9.66 6463.47 <br />14.11 6462.44 <br />29.3 6460.28 <br />62.5 6455.6 <br />72.51 6454.01 <br />89.08 6451.35 <br />103.4 6450.91 <br />119.19 6451. 02 <br />144.52 6450.2 <br />162.29 6448.7 <br />177.35 6448.77 <br />187.29 6448.94 <br />206.98 6448.4 <br />218.09 6447 <br />235.83 6450.69 <br />250.48 6459.41 <br />272 .63 6461. 38 <br />289.43 6461.02 <br />302.68 6462.28 <br />324.87 6471.5 <br />340.99 6478.56 <br />354.89 6484.97 <br />369.86 6490.29 <br /> <br />RS <br /> <br />num= <br />Elev <br />6465.76 <br />6463.82 <br />6462.67 <br />6460.89 <br />6455.99 <br />6454.45 <br />6451. 86 <br />6450.86 <br />6450.93 <br />6450.36 <br />6449.8 <br />6448.6 <br />6448.5 <br />6448.6 <br />6447.21 <br />6450.29 <br />6459.11 <br />6461.4 <br />6461 <br />6461. 66 <br />6471.23 <br />6477 . 59 <br />6483.45 <br />6489.82 <br /> <br />Data <br />Sta <br />1 <br />36 <br />48 <br />46 <br />42 <br />28 <br />35 <br />64 <br />76 <br />38 <br />39 <br />52 <br />86 <br />78 <br />51 <br />97 <br />33 <br />91 <br />13 <br />55 <br />28 <br />86 <br />13 <br />83 <br /> <br />8 <br />13 <br />24 <br />56 <br />69 <br />83 <br />101 <br />116 <br />139 <br />156 <br />172 <br />184 <br />204 <br />215 <br />233 <br />249 <br />270 <br />289 <br />300 <br />324 <br />338 <br />351 <br />368 <br /> <br />INPUT <br />Description: <br />Station Elevation <br />Sta Elev <br />o 6466.2 <br />6.64 6464.37 <br />12.47 6462.84 <br />18.75 6462.28 <br />52.04 6456.53 <br />66.43 6454.97 <br />82.71 6452 <br />99.76 6450.92 <br />112.99 6450.8 <br />138.57 6450.37 <br />153.13 6450.12 <br />168.47 6448.34 <br />184.44 6448.46 <br />199.83 6448.8 <br />210.72 6447.57 <br />226.23 6448.56 <br />247.47 6458 <br />270.49 6461.38 <br />287.95 6461.05 <br />299.056461.32 <br />315.49 6467.42 <br />336.89 6476.66 <br />347.5 6481.89 <br />365.74 6488.87 <br />380.38 6494.12 <br />