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<br />09 <br /> <br />6701 <br /> <br />44 <br /> <br />297 <br /> <br />45 <br /> <br />295.37 6700 <br /> <br />6700 <br />6701. 7 <br /> <br />n Val <br />08 <br /> <br />293.99 <br />300.36 <br /> <br />3 <br />Sta <br />166.61 <br /> <br />49 <br />68 <br /> <br />num= <br />n Val <br />045 <br /> <br />0698 <br />6701 <br /> <br />,J/ <br />19 <br /> <br />2911 <br />300 <br /> <br />-; <br /> <br />s n Values <br />n Val <br />08 <br /> <br />6b::J-, <br />67~ <br /> <br />46 <br />35 <br /> <br />Manning <br />Sta <br />o <br /> <br />LV\.) <br />298 <br /> <br />Expan <br />3 <br /> <br />Coeff Contr <br />1 <br /> <br />Right <br />496.81 <br /> <br />Lengths: Left Channel <br />446.43 500 <br /> <br />Sta <br />14 8.23 <br /> <br />Right <br />166.61 <br /> <br />Bank Sta: Left <br />148.23 <br /> <br />CROSS SECTION <br /> <br />Trout Creek <br />Reach-1 <br /> <br />RIVER <br />REACH <br /> <br />Sta Elev <br />12.66 6720.25 <br />20.2 6720.06 <br />31.45 6719.1 <br />46.31 6716.94 <br />61. 8 6711. 75 <br />75.27 6706.55 <br />95.81 6694.64 <br />107.98 6686.86 <br />120.06 6678.86 <br />150.16 6664.39 <br />164.11 6665.9 <br />176.15 6668.95 <br />186.43 6674.63 <br />207.63 6687.29 <br />233.67 6697.22 <br />252.08 6704.54 <br /> <br />Sta Elev <br />10.72 6720.34 <br />18.64 6720.29 <br />29.12 6719.27 <br />42 6717.65 <br />61. 25 6711. 8 <br />74.25 6707.1 <br />89.5 6698.8 <br />107.78 6687 <br />119.82 6679 <br />146.73 6666.7 <br />160.28 6664.8 <br />174.59 6668.4 <br />186.35 6674.56 <br />206.71 6686.91 <br />230.4 6695.91 <br />249.4 6704.09 <br />270.78 6707.07 <br /> <br />35.00 <br /> <br />84 <br />Sta Elev <br />5.56 6719.97 <br />17.49 6720.31 <br />26.81 6719.46 <br />39.57 6718.1 <br />53.59 6715.18 <br />70.51 6709.04 <br />88.11 6699.68 <br />107.33 6687.29 <br />119.41 6679.34 <br />143.38 6667.7 <br />156.34 6663.31 <br />172.95 6668.11 <br />186.28 6674.51 <br />202.63 6685.02 <br />221. 24 6692.59 <br />246.47 6703.24 <br />261. 52 6706.04 <br /> <br />RS <br /> <br />INPUT <br />Description: <br />Station Elevation Data num= <br />Sta Elev Sta Elev <br />o 6719.7 1.44 6719.72 <br />14.37 6720.3 15.94 6720.36 <br />23.29 6719.7 26.32 6719.52 <br />33.43 6718.89 36.76 6718.36 <br />52.27 6715.54 53.31 6715.24 <br />67.38 6710.16 70.15 6709.21 <br />80.15 6704.04 84.63 6701.65 <br />100.46 6691.56 101.82 6690.6 <br />108.5 6686.53 113.7 6682.68 <br />120.35 6678.67 125.56 6676.46 <br />153.39 6663.54 153.44 6663.53 <br />166.68 6666.61 168.81 6666.95 <br />178.69 6669.57 182.33 6671.76 <br />193.97 6681.01 194.4 6681.4 <br />211.03 6688.5 211.74 6688.77 <br />239.09 6699.8 241.16 6700.66 <br />254.72 6705.4 257.87 6705.69 <br /> <br />n Val <br />08 <br /> <br />3 <br />Sta <br />166.68 <br /> <br />num= <br />n Val <br />045 <br /> <br />Manning's n Values <br />Sta n Val <br />o 08 <br /> <br />Expan <br />3 <br /> <br />Coeff Contr <br />1 <br /> <br />Right <br />466.22 <br /> <br />Channel <br />500 <br /> <br />Lengths: Left <br />517.11 <br /> <br />Sta <br />146.73 <br /> <br />Right <br />166.68 <br /> <br />Bank Sta: Left <br />146.73 <br /> <br />CROSS SECTION <br /> <br />Trout Creek <br />Reach-1 <br /> <br />RIVER <br />REACH <br /> <br />. <br /> <br />Elev <br /> <br />Sta <br /> <br />El. <br /> <br />Sta <br /> <br />Elev <br /> <br />88 <br />Sta <br /> <br />30.00 <br /> <br />num= <br />Elev <br /> <br />RS <br /> <br />INPUT <br />Description: <br />Station Ele~~n Data <br />Sta !tllJv Sta <br />