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<br />x_ <br /> <br />6685. ., <br />6691.7 <br />6711 . 7 <br />6718.6 <br />6728 <br />6738.2 <br /> <br />225.59 6684.89 226.94 <br />234.39 6690.1~ 36.56 <br />262.57 6711. 6", _~o:::62. 66 <br />275.32 6716.52 278.44 <br />295.04 6727.33 296.6 <br />316.16 6737.79 317.05 <br /> <br />221. 86 6682.5 <br />233.32 6689.44 <br />254.41 6704.05 <br />273.51 6715.21 <br />286.78 6723.33 <br />309.79 6734.16 <br /> <br />2l.).8~ 6t:>1t.J.!)3 <br />232.39 6688.97 <br />253.26 6703.01 <br />270.41 6713.42 <br />284.17 6722.14 <br />302.66 6729.93 <br /> <br />-; <br /> <br />'fjoJ <br />76 <br />44 <br />17 <br />22 <br /> <br />667(' <br />668') <br />6699 <br />6711 <br />6719 <br />6728 <br />6738 <br /> <br />211. 7 <br />229.84 <br />248.76 <br />262.85 <br />280.43 <br />297.17 <br />317.32 <br /> <br />n Val <br />045 <br /> <br />3 <br />Sta <br />172.74 <br /> <br />num= <br />n Val <br />045 <br /> <br />n Values <br />n Val <br />045 <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 />500.92 <br /> <br />Lengths: Left Channel <br />472.56 500 <br /> <br />Sta <br />156.51 <br /> <br />Right <br />172.74 <br /> <br />Bank Sta: Left <br />156.51 <br /> <br />CROSS SECTION <br /> <br />Trout Creek <br />Reach-1 <br /> <br />Sta Elev <br />16.51 6689.4 <br />34.84 6687 <br />54.88 6681. 7 <br />73.84 6675.3 <br />100.1 6656.7 <br />119.06 6641.6 <br />141.83 6631 <br />146.66 6630.9 <br />150.43 6631.6 <br />154.96 6632.3 <br />168.27 6633.8 <br />179.5 6636.7 <br />189.06 6636.7 <br />201.06 6636.3 <br />211.04 6636.35 <br />216.77 6637.49 <br />228.6 6641. 04 <br />250.24 6645.85 <br />260.53 6648.6 <br />275.67 6651.57 <br />292.21 6656.67 <br />312.01 6662.98 <br /> <br />Sta Elev <br />10.42 6690.53 <br />32.01 6687.37 <br />51.02 6682.01 <br />61.27 6679.93 <br />97.64 6657.32 <br />115.93 6644.52 <br />137.87 6630.95 <br />145.73 6630.57 <br />149.08 6631.34 <br />154.37 6632.23 <br />167.84 6633.73 <br />177.64 6636.59 <br />186 6636.86 <br />200.1 6636.44 <br />209.82 6636.5 <br />212.27 6636.5 <br />226.88 6640.35 <br />238.42 6642.49 <br />258.16 6648.04 <br />272.75 6650.96 <br />291.84 6656.58 <br />309.49 6662.42 <br /> <br />10.00 <br /> <br />111 <br />Sta Elev <br />8.23 6690.93 <br />26.19 6688.02 <br />47.25 6682.53 <br />60.6 6680.21 <br />96.15 6658.74 <br />110.17 6649.4 <br />133.47 6632.07 <br />145.48 6629.63 <br />147.92 6631. 01 <br />154.1 6632.21 <br />164.5 6632.77 <br />175.43 6635.98 <br />183.19 6637.1 <br />197.22 6636.47 <br />207.87 6636.3 <br />211. 65 6636.35 <br />221. 88 6638.78 <br />237.8 6942.3 <br />257.23 6647.8 <br />272.3 6650.8 <br />291. 5 6656.5 <br />304.27 6660.5 <br /> <br />RS <br /> <br />INPUT <br />Description: <br />Station Elevation Data num= <br />Sta Elev Sta Elev <br />o 6692.6 .99 6692.23 <br />17.6 6689.3 21.88 6688.9 <br />36.23 6686.12 42.47 6684.02 <br />59.29 6680.57 60.51 6680.24 <br />83.99 6666.35 91.82 6659.94 <br />101.88 6655.12 103.73 6653.53 <br />123.05 6639.1 126.6 6636.09 <br />142.97 6631.02 144.08 6630.8 <br />147.01 6630.92 147.31 6631.01 <br />153.24 6632 153.58 6632.15 <br />156.6 6632.22 161.73 6632.26 <br />168.98 6634.06 172.3 6635.23 <br />179.66 6636.75 181.69 6636.92 <br />194.93 6636.51 195.13 6636.52 <br />201.49 6636.25 204.69 6636.06 <br />211.3 6636.33 211.53 6636.35 <br />218.43 6637.97 221.81 6638.76 <br />236.83 6642.13 237.63 6642.22 <br />251.79 6646.28 254.12 6647.06 <br />261.41 6648.78 267.92 6650.06 <br />281.87 6653.1 282.46 6653.28 <br />298.95 6658.61 303.56 6660.15 <br />316.29 6663.97 <br /> <br />RIVER <br />REACH <br /> <br />3 <br />Sta <br />147.92 <br /> <br />num= <br />n Val <br />.045 <br /> <br />Manning's n Values <br />Sta n Val <br />o .045 <br /> <br />. <br /> <br />Expan <br />3 <br /> <br />Coa con~r <br /> <br />Right <br />482.26 <br /> <br />n Val <br />045 <br /> <br />Lengths: Left Channel <br />477.32 500 <br /> <br />Sta <br />137.87 <br /> <br />Right <br />147.92 <br /> <br />Bank Sta: L. <br />137 <br />