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<br />; <br /> <br />3 <br /> <br />1 <br /> <br />510.77 <br /> <br />500 <br /> <br />496.84 <br /> <br />133.14 <br /> <br />116.1 ,., <br />CROSS SECTION <br /> <br />Horse Creek <br />Reach-1 <br /> <br />RIVER <br />REACH <br /> <br />Sta Elev <br />9.32 6541. 45 <br />24.81 6540.42 <br />45.29 6538.03 <br />63.51 6535.93 <br />81.02 6532.51 <br />105.72 6520.38 <br />114.84 6514.1 <br />132.82 6512.2 <br />146.17 6511.9 <br />171. 57 6514.48 <br />185.95 6513.08 <br />209.07 6511.16 <br />220.73 6512.02 <br />233.75 6512.13 <br />251.09 6512.28 <br />262.82 6512.9 <br />286.15 6514.62 <br />294.49 6515.01 <br />317.54 6518.49 <br />325.61 6518.56 <br />341.04 6516.2 <br />352.74 6512.59 <br />365.96 6512.46 <br />379.26 6513.3 <br />389.36 6513.14 <br /> <br />Sta Elev <br />8.01 6541.4 <br />24.07 6540.48 <br />42.83 6538.23 <br />63.43 6535.93 <br />71.81 6534.89 <br />100.45 6526.17 <br />113 6514.62 <br />132.35 6512.2 <br />144.72 6511.85 <br />164.43 6513.6 <br />182.11 6514 <br />203.64 6511.4 <br />216.77 6512 <br />231. 3 6512 <br />247.04 6512.2 <br />262.72 6512.9 <br />278.4 6514 <br />293.86 6514.78 <br />312.86 6518.54 <br />325.32 6518.56 <br />338.87 6517.01 <br />351.5 6512.7 <br />360.68 6512.38 <br />374.82 6512.73 <br />385.29 6513.26 <br /> <br />110.00 <br /> <br />128 <br />Sta Elev <br />2.7 6542.75 <br />23.66 6540.52 <br />36.2 6538.93 <br />63.33 6535.94 <br />70.46 6535.11 <br />99 6527.3 <br />112.6 6514.83 <br />122.09 6513.43 <br />138.1 6511. 78 <br />160.38 6513.13 <br />180.43 6514.46 <br />200.14 6511. 47 <br />210.37 6511.24 <br />230.88 6511. 98 <br />243.61 6512.24 <br />262.47 6512.86 <br />273.74 6513.8 <br />293.48 6514.9 <br />309.7 6518.6 <br />325.24 6518.6 <br />334.25 6517.6 <br />350.92 6512.77 <br />359.84 6512.37 <br />372.96 6512.7 <br />382.48 6513.32 <br />392.03 6513.06 <br /> <br />RS <br /> <br />INPUT <br />Description: <br />Station Elevation Data num= <br />Sta Elev Sta Elev <br />o 6543.4 1.98 6542.98 <br />14.03 6540.2 22.33 6540.45 <br />30.56 6539.6 31.72 6539.64 <br />46.63 6537.9 63.2 6535.95 <br />63.95 6535.9 69.52 6535.28 <br />84.18 6532.2 87.02 6531.63 <br />106.04 6520 111.41 6515.82 <br />119.88 6513.64 120.61 6513.57 <br />133.58 6512.14 135.45 6512.06 <br />152.86 6511.99 154.79 6512.24 <br />175.83 6514.5 179.25 6514.48 <br />191.43 6511.96 194.89 6511.47 <br />209.45 6510.34 209.62 6511.16 <br />223.9 6512 229.06 6512 <br />238.64 6512.37 240 6512.39 <br />254.54 6512.29 254.88 6512.23 <br />270.64 6513.62 272.63 6513.72 <br />286.74 6514.82 289.87 6515.04 <br />304.7 6518.34 308.24 6518.58 <br />319.7 6518.54 322.79 6518.71 <br />329.46 6518.54 331.91 6518.11 <br />343.65 6515.35 349.08 6513.5 <br />359.33 6512.4 359.6 6512.37 <br />370.5 6512.62 372.65 6512.72 <br />379.95 6513.4 380.67 6513.43 <br />390.16 6513.11 391.35 6513.07 <br /> <br />3 <br />Sta <br />216.77 <br /> <br />num= <br />n Val <br />045 <br /> <br />n Values <br />n Val <br />09 <br /> <br />s <br /> <br />Manning <br />Sta <br />o <br /> <br />Expan <br />3 <br /> <br />Coeff Contr <br />1 <br /> <br />Right <br />542.09 <br />6518.35 <br /> <br />n Val <br />09 <br /> <br />Lengths: Left Channel <br />524.43 548.99 <br />304.78 Elevation= <br /> <br />Sta <br />191. 43 <br /> <br />Right <br />216.77 <br />Station= <br /> <br />Bank Sta: Left <br />191. 43 <br />Right Levee <br /> <br />CROSS SECTION <br /> <br />. <br /> <br />. <br /> <br />51 <br /> <br />104 <br /> <br />RS <br /> <br />Horse Creek <br />Reach-1 <br /> <br />INPUT . <br />Description <br /> <br />RIVER <br />REACH <br />