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HEC-RAS Plan: Imported Pla Reach: 1 6/20/96 River Sta. E.G.Elev W.S. Elev Vel Head Frctn Loss C&E Loss Q Left Q Channel Q Right Top Width (ft) (ft) (ft) (ft) (ft) (cfs) (cfs) (cfs) (ft) 62 965.02 965.01 0.01 0.05 0.82 853.51 395.58 670.91 545.00 62 961.55 961.54 0.01 0.10 0.45 378.23 258.70 313.07 545.00 62 963.84 963.83 0.01 0.06 0.70 682.08 344.82 543.11 545.00 62 967.87 967.86 0.01 0.04 1.02 1287.89 523.66 988.45 545.00 61 964.15 962.77 1.38 0.00 0.00 1920.00 164.24 61 961.01 960.25 0.76 0.00 0.00 950.00 105.68 61 963.08 961.90 1.17 0.00 0.00 1570.00 142.82 61 966.82 965.11 1.71 0.00 0.00 2800.00 214.45 60.5 Culvert 60 963.35 960.98 2.36 1.51 0.75 1920.00 122.11 60 960.57 959.54 1.03 1.00 0.27 950.00 95.39 60 962.39 960.54 1.86 1.32 0.58 1570.00 112.07 60 965.63 962.17 3.45 1.79 1.07 2800.00 149.28 59 961.08 959.66 1.42 1.14 0.69 369.21 1288.25 262.54 60.00 59 959.30 958.61 0.70 1.02 0.34 175.67 678.47 95.85 58.04 59 960.50 959.36 1.14 1.10 0.55 300.51 1070.30 199.18 60.00 59 962-.47 960.36 2.11 540.84 1825.59 433.57 60.00 rt 49 955.45 955.42 0.03 0.02 0.29 836.43 287.51 697.06 275.00 49 951.87 951.56 0.31 0.07 0.03 151.35 448.34 456.31 140.00 49 954.58 954.54 0.04 0.02 0.26 689.16 296.76 617.08 275.00 49 957.45 957.43 0.02 0.01 0.34 1140.85 283.60 865.55 275.00 48 955.14 954.62 0.52 0.00 0.00 1821.00 277.08 48 951.77 951.40 0.37 0.00 0.00 1056.00 248.37 48 954.30 953.82 0.48 0.00 0.00 1603.00 270.95 48 957.10 956.51 0.59 0.00 0.00 2290.00 280.00 47.5 Culvert 47 953.91 953.21 0.70 0.10 0.26 1821.00 266.24 47 951.31 950.88 0.43 0.11 0.11 1056.00 234.36 47 953.34 952.74 0.60 0.10 0.22 1603.00 262.62 47 955.15 954.26 0.89 0.11 0.36 2290.00 274.34 46 953.54 953.17 0.37 0.35 0.05 204.55 1442.15 174.30 60.00 46 951.09 950.80 0.29 0.43 0.00 80.78 911.21 64.00 60.00 46 953.03 952.70 0.33 0.36 0.02 171.88 1285.85 145.27 60.00 46 954.68 954.24 0.44 0.31 0.11 277.75 1772.34 239.91 60.00