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<br />.' <br /> <br />. <br /> <br />n Val <br />09 <br /> <br />3 <br />Sta <br />67.09 <br /> <br />num= <br />n Val <br />045 <br /> <br />Sta <br />54.75 <br /> <br />nA es <br />."1 <br />.09 <br /> <br />Manning's <br />Sta <br />o <br /> <br />Expan <br />3 <br /> <br />Coeff Contr <br />1 <br /> <br />Right <br />290.78 <br /> <br />Lengths: Left Channel <br />291.31 300 <br /> <br />Right <br />67.09 <br /> <br />Left <br />54.75 <br /> <br />Bank Sta <br /> <br />CROSS SECTION <br /> <br />Horse Creek <br />Reach-1 <br /> <br />RIVER <br />REACH <br /> <br />Sta Elev <br />15.7 6627.58 <br />38.92 6620.96 <br />59.14 6609.59 <br />73.7 6606.56 <br />87.64 6607.44 <br />101. 95 6613.13 <br />117.91 6616.57 <br />135.85 6617.64 <br />156.38 6615.26 <br />170.76 6613.97 <br />183.32 6619.88 <br />203.89 6636.9 <br /> <br />Sta Elev <br />9.12 6629.5 <br />36.14 6621.76 <br />55.03 6613.54 <br />70.86 6606.81 <br />84.69 6606.54 <br />98.92 6610.73 <br />117.28 6616.62 <br />132.45 6617.61 <br />151. 23 6616.25 <br />168.6 6613.95 <br />181.29 6618.55 <br />195.78 6629.18 <br /> <br />203.00 <br /> <br />61 <br />Sta Elev <br />4.58 6630.63 <br />31.41 6623.59 <br />49.67 6618.43 <br />66.46 6607 <br />79.65 6605.44 <br />97.72 6609.81 <br />113.56 6616.73 <br />130.71 6617.53 <br />147.48 6617.2 <br />165.95 6613.84 <br />180.13 6617.9 <br />195.52 6629.01 <br /> <br />RS <br /> <br />num= <br />Elev <br />6630.89 <br />6625.2 <br />6619.06 <br />6607.25 <br />6606.49 <br />6608.39 <br />6616.45 <br />6617.48 <br />6617.67 <br />6614.56 <br />6615.7 <br />6628.41 <br /> <br />INPUT <br />Description: <br />Station Elevation Data <br />Sta Elev Sta <br />o 6632.3 3.82 <br />71 6626.6 25.95 <br />21 6620.5 46.81 <br />77 6608.1 65.9 <br />46 6606.6 77.52 <br />72 6608.1 93.86 <br />29 6613.7 110.64 <br />15 6616.7 128.31 <br />97 6617.7 140.96 <br />28 6614.9 161.69 <br />47 6615.5 175.81 <br />66 6625.7 194.83 <br />63 6642.8 <br /> <br />19 <br />40 <br />62 <br />74 <br />91 <br />103 <br />119 <br />138 <br />159 <br />175 <br />191 <br />207 <br /> <br />n Val <br />09 <br /> <br />3 <br />Sta <br />87.64 <br /> <br />num= <br />n Val <br />045 <br /> <br />s n Values <br />n Val <br />09 <br /> <br />Manning <br />Sta <br />o <br /> <br />Expan <br />3 <br /> <br />Coeff Contr <br />1 <br /> <br />Right <br />301.69 <br /> <br />Channel <br />300 <br /> <br />Lengths: Left <br />310.73 <br /> <br />Sta <br />70.86 <br /> <br />Right <br />87.64 <br /> <br />Left <br />70.86 <br /> <br />Bank Sta <br /> <br />CROSS SECTION <br /> <br />Horse Creek <br />Reach-1 <br /> <br />RIVER <br />REACH <br /> <br />Sta Elev <br />16.48 6621.35 <br />37.646617.43 <br />53.83 6616.26 <br />69.34 6614.24 <br />89 6607.67 <br />107.64 6605.81 <br /> <br />Sta Elev <br />12.06 6624.17 <br />32.74 6617.5 <br />50.57 6616.44 <br />66.81 6614.92 <br />83.41 6609.63 <br />105.36 6606.02 <br /> <br />200.00 <br /> <br />113 <br />Sta Elev <br />8.9 6626.31 <br />31. 37 6617.66 <br />47.06 6616.78 <br />65.88 6615.19 <br />81. 78 6610.13 <br />103.24 6606.25 <br /> <br />RS <br /> <br />INPUT <br />Description: <br />Station Elevation Data num= <br />Sta Elev Sta Elev <br />o 6632.8 1.49 6631.58 <br />20.84 6618.8 23.31 6618.64 <br />43.19 6617 43.89 6616.95 <br />55.04 6616 61.01 6616.02 <br />71.53 6614.3 75.84 6612.71 <br />90.92 6606.8 97.97 6606.52 <br />