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<br />I <br /> <br />I <br /> <br />139.53 7958.6 147.25 7958.03 148.417957.93 156.92 7957.16 164.14 795~~ntalR;ver. rep <br />172.61 7955.77 180.96 7955.03 184.79 7954.68 187.57 7954.44 193.67 7954 <br />209.58 7952.82 211.53 7952.68 213.77 7952.51 215.75 7952.37 221.77 7951. 93 <br />224.95 7951.71 226.63 7951.58 234.37 7951.15 235.71 7951.08 248.25 7950.39 <br />251.61 7950.19 256.98 7949. 9 259.63 7949.85 297.48 7949.4 306.96 7949. 38 <br />310.32 7949.38 314.43 7949.37 318.817949.35 328.41 7949.33 341.75 7949.2 <br />353.58 7949.11 362.37 7949. 2 365.11 7949.22 368.96 7949.18 371.46 7949.17 <br />372.14 7949.08 373.75 7948.75 378.37 7947.76 379.03 7947.58 380.18 7947.37 <br />390.86 7947.31 393.2 7947.56 398.85 7948.12 406.45 7949 4U.19 7949.46 <br />412.43 7949.55 414.96 7949.54 433.6 7949.2 446.23 7949.16 449.1 7949.U <br />461.67 7949.11 466.45 7948.82 474.56 7948.29 482.25 7948.59 484.02 7948. 64 <br />494.65 7948.96 502.27 7949.03 513.12 7949.25 516.15 7949. 32 536.9 7949. 5 <br />543.24 7949.46 560.96 7949.25 567.817949.29 578.71 7949.49 579.81 7949.44 <br />580.99 7949.52 592.25 7949.94 595.89 7949.9 599.09 7950.03 609.5 7950.68 <br />610.23 7950.78 610.37 7950.84 612.07 7950.89 621.07 7950.96 631.67 7951.U <br />639.02 7951.33 643.71 7951.45 645.73 7951.41 650.7 7951.3 654.1 7951.09 <br />657.84 7950.93 664.55 7949.42 664. 82 7949. 34 666.66 7949.22 669.28 7948.14 <br />674.64 7944.88 687 7938 705 7937.25 723 7938 728.01 7943.62 <br />733.02 7946.54 736.35 7948.78 737.57 7949 742.51 7950.69 744.62 7951. 33 <br />745.21 7951.49 746.02 7951.6 746.31 7951.66 746.8 7951.75 749.11 7952.24 <br />756.7 7953.56 763.33 7953.35 764.69 7953.19 767.85 7953.25 771.36 7953.33 <br />775.44 7953.45 776.04 7953.18 776.43 7953.1 779.37 7953.08 784.73 7953.75 <br />786.47 7953.91 796.48 7955.34 806.49 7955.85 816.5 7956.55 826.51 7956.48 <br />828.56 7956.46 836.51 7956.47 842.95 7956.6 845.8 7956.64 847.2 7957 <br />850.74 7957.78 856.2 7958.83 856.53 7958.89 859.88 7959.74 866.54 7961. 49 <br />872.89 7963.29 874.35 7963.65 875.47 7964.02 880.24 7964.02 886.12 7963.97 <br />896.57 7963.9 901.64 7963.85 906.57 7963.88 912.08 7963.85 913.09 7963.85 <br />Nanni ng I s n values nu.... 3 <br />sta n val Sta n val Sta n val <br />0 .06 687 .035 723 .06 <br />Bank Sta: Left R;~~~ Lengths: Left channel Right coeff Contr. Expan. <br /> 687 24.46 25.9 26.29 .3 .5 <br />Ineffective Flow nu.... 1 <br />Sta L Sta R Elev Permanent <br />0 676 7947.37 T <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />CROSS SECTION OUTPUT Prof; 1 e IIOO-year <br />M' H~~~V (}W 7944.78 E1 ement Left OB Channe 1 R;8~~6gB <br />0.68 wt. n-val. 0.060 0.035 <br />w.S. Elev (ft~ 7944.10 Reach Len. (ft) 4.70 4.70 4.70 <br />crit W.S. (ft 7941. 65 Flow Area (sq ft) 33.40 233.03 16.67 <br />E.G. Slope (ftfft) 0.002137 ~~~: ~~Mt) 33.40 233.03 16.67 <br />Q Total (cfs) 1691.00 73.49 1587.56 29.95 <br />TO~ width ~ft) 52.79 TOp WIdth ~ft) 10.96 36.00 5.83 <br />Ve Total ftfs) 5.97 AVS' vel. ftfS~ 2.20 6.81 1.80 <br />Max ch 1 Dpth (ft~ 6.85 Hy r. Depth (ft 3.05 6.47 2.86 <br />Conv. Total (cfs 36580.7 Conv. (cfs) 1589.8 34342.9 647.9 <br />length wtd. (ft) 4.70 Wetted Per. (ft~ U.54 36.03 8.48 <br />M;n Ch El (ft) 7937.25 shear (lbfsq ft 0.36 0.86 0.26 <br />Alpha . 1.23 Stream Power (11ft 5) 0.78 5.88 0.47 <br />Fret" Loss ~ft) 0.01 Cum Volume (acre-ft) 103.83 99.43 182.74 <br />C &- E Loss ft) 0.02 Cum SA (acres) 48.86 25.91 66.38 <br />CROSS SECTION OOTPUT Prof; 1 e IFloodway <br />~~r' H~~~v (m) 7944.89 Element Left OR Channel Ri8~~6gB <br />0.65 Wt. n-val. 0.060 0.035 <br />w.~. Elev ~ft~ 7944.24 Reach Len. (ft) 4.70 4.70 4.70 <br />Crlt W.S. ft 7941. 65 Flow Area (sq ft) 34.82 238.03 17.38 <br />E.G. slope (ftfft) 0.001981 Area ~s~ ft) 34.82 238.03 17.38 <br />Q Total (cfs) 1691.00 Flow C 5) 76.26 1583.62 31.U <br />TO~ wi dth ~ ft) 51. 98 TOp width (ft) 10.54 36.00 5.44 <br />Ve Total ft/s) 5.83 AVS' Vel. (ftfs~ 2.19 6.65 1.79 <br />Max chl Dpth (ft~ 6.99 Hy r. Depth (ft 3.30 6.61 3.19 <br />Cony. Total (cfs 37990.3 Conv. (cfs) 1713.2 35577.9 699.2 <br />length wtd. (ft) 4.70 wetted Per. (ft~ 12.43 36.03 8.39 <br />M;n ch El (ft) 7937.25 shear (lbfsq ft 0.35 0.82 0.26 <br />Alpha 1.23 Stream power (11ft s) 0.76 5.44 0.46 <br />Fretn LOSS (ft~ 0.01 ClIII volume (acre-ft) 30.32 109.53 22.60 <br />C &. E Loss (ft 0.02 ClMn SA (acres) 12.17 25.91 8.22 <br />CROSS SECTION OUTPUT Profi 1 e #lO-year <br />E.G. Elev (ft) 7943.95 Element left 08 Channel R; 8~~6gB <br />vel Head (ft) 0.49 Wt. n-val. 0.060 0.035 <br />w.S. E1ev (ft~ 7943.45 Reach Len. (ft) 4.70 4.70 4.70 <br />crit W.S. (ft 7940.98 Flow Area (sq ft) 26.69 209.74 13.24 <br />E.G. slope (ftfft) 0.001774 ~~~: ~~Mt) 26.69 209.74 13.24 <br />Q Total (cfs) 1284.00 49.66 1213.79 20.55 <br />~~~ ~~~~ ~ms) 50.65 TOp width (ft) 9.79 36.00 4.86 <br />5.14 AVS' vel. eftfs~ 1.86 5.79 1.55 <br />Max chl Dpth (ft~ 6.20 Hy r. Depth (ft 2.73 5.83 2.73 <br />Cony. Total (cfs 30481. 6 Conv. (efs) 1178.9 28814.9 487.8 <br />len9th wtd. (ft) 4.70 wetted Per. . (ft~ 11.21 36.03 7.30 <br />M;n ch E1 (ft) 7937.25 shear (lbfsq ft 0.26 0.64 0.20 <br />Alpha 1.20 Stream Power (1 1ft 5) 0.49 3.73 0.31 <br />Fretn Loss ~ft~ 0.01 Cum volume (aere-ft) 80.88 84.24 153.54 <br />C&.ELOSS ft 0.02 Cum SA (acres) 43.63 25.91 59.52 <br />CROSS SECTION OUTPUT Prof; 1 e #50-year <br />~~r' H~~~v (m) 7944.53 Element Left 08 channe 1 R; 8~~6gB <br />0.63 Wt. n-Va l. 0.060 0.035 <br />w.s. Elev (ft) 7943.90 Reach len. (ft) 4.70 4.70 4.70 <br />crit w.s. (ft) 7941. 46 .1ow Area (sq ft) 31.28 225.93 15.55 <br />E.G. Slope (ftfft) 0.002064 Area ~s~ ft) 31.28 225.93 15.55 <br />Q Total (cfs) 1575.00 Flow C 5) 66.16 1481. 78 27.06 <br />TO~ width ~ft) 52.09 TOp wi dth ~ ft) 10.60 36.00 5.49 <br />Ve Total ft!s) 5.77 AVS' vel. ftfs~ 2.12 6.56 1. 74 <br />Max chI Dpth (ft) 6.65 Hy r. Depth (ft 2.95 6.28 2.83 <br />Conv. Total (cfs) 34668. 4 Conv. (cfs) 1456.4 32616. 4 595.7 <br />length wtd. (ft) 4.70 wetted Per. (ft~ 12.13 36.03 8.09 <br />M;n Ch E1 (ft) 7937.25 shear (lbfsq ft 0.33 0.81 0.25 <br />Alpha 1.22 Stream Power (1 1ft s) 0.70 5.30 0.43 <br />Frct" Loss ~ft) 0.01 Cum Volume (acre-ft) 97.00 95.36 174.46 <br />c & E loSS ft) 0.02 Cum SA (acres) 47.62 25.91 64.64 <br />CROSS SECTION OUTPUT Prof; le #SOO-year <br />~~r' H~~~v em). 7945.30 Element Left OB Chan"e 1 R; 8~~~B <br />0.79 wt. n-val. 0.060 0.035 <br />w.~. Elev ~ft~ 7944.52 Reach Len. (ft) 4.70 4.70 4.70 <br />Crlt W.S. ft 7942.05 .1ow Area (sq ft) 37.98 248.03 19.25 <br />E.G. Slope (ftfft) 0.002280 Area ~s~ ft) 38.U 248.03 19.25 <br />Q Total (cfs) 1950.00 Flow c s) 93.78 1819.28 36.94 <br />~~~ ~~~~ ~mS) 54.25 TOp wi dth (ft) 11.70 36.00 6.54 <br />6.39 AVS' Vel. (ftfs~ 2.47 7.33 1.92 <br />Max chl Dpth (ft) 7.26 ~n~: ~~~~~ (ft 3.45 6.89 2.94 <br />Conv. Tota 1 ~cfs) 40842 .2 1964.2 38104. 3 773.8 <br />length wtd. ft) 4.70 wetted Per. (ft~ U.59 36.03 9.31 <br />Min ch El (ft) 7937.25 shear (lbfsq ft 0.43 0.98 0.29 <br />Alpha 1.24 Stream Power (1 fft s) 1.06 7.19 0.56 <br /> page 5 <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />