AHYMO PROGRAM SUMMARY TABLE (AHYMO_97) - - VERSION: 1997.02c RUN DATE (MON/DAY/YR) =01/16/2014 INPUT FILE = C:\Projects\LONGFO~1\REVISE~3\TRAILS~4.TXT USER NO.= AHYMO-I-9702a01000K21-AH FROM TO PEAK RUNOFF TIME TO CFS PAGE = 1 HYDROGRAPH ID ID AREA DISCHARGE VOLUME RUNOFF PEAK PER COMMAND IDENTIFICATION NO. NO. (SQ MI) (CFS) (AC-FT) (INCHES) (HOURS) ACRE NOTATION START TIME= .00 RAINFALL TYPE= 2 RAIN24= 2.660 SEDIMENT BULK PK BF = 1.00 *S**************************************************************************** *S********** COMPUTE ONSITE BASINS FROM THE TRAILS *S********** COMPUTE NM HYD OFFSITE1 - 50 .19980 37.00 4.426 .41534 2.000 .289 PER IMP= .00 ROUTE RESERVOIR OFF.POND.1 50 53 .19980 9.25 4.426 .41533 3.200 .072 AC-FT= 2.302 ROUTE MCUNGE RTE.OFF.POND 53 54 .19980 9.26 4.426 .41537 3.200 .072 CCODE = .2 COMPUTE NM HYD BASIN.A1 - 21 .02422 51.68 2.610 2.02069 1.500 3.334 PER IMP= 75.00 COMPUTE NM HYD BASIN.A2 - 22 .01331 23.43 .960 1.35259 1.500 2.750 PER IMP= 34.00 COMPUTE NM HYD BASIN.A3 - 23 .00502 11.41 .606 2.26512 1.500 3.550 PER IMP= 90.00 COMPUTE NM HYD BASIN.A4 - 24 .01186 26.39 1.381 2.18365 1.500 3.477 PER IMP= 85.00 COMPUTE NM HYD BASIN.A5 - 25 .01830 37.55 1.829 1.87404 1.500 3.206 PER IMP= 66.00 COMPUTE NM HYD BASIN.A6 - 26 .02652 53.44 2.558 1.80886 1.500 3.149 PER IMP= 62.00 COMPUTE NM HYD BASIN.A7 - 27 .01055 22.52 1.137 2.02070 1.500 3.335 PER IMP= 75.00 ADD HYD O1.A2 54&22 55 .21311 25.89 5.386 .47390 1.500 .190 ADD HYD O1A2.A1 55&21 56 .23733 77.57 7.996 .63175 1.500 .511 ADD HYD O1A2A1.A3 56&23 57 .24235 88.97 8.603 .66558 1.500 .574 ROUTE MCUNGE RTE.O1A2A1.A 57 58 .24235 80.93 8.569 .66299 1.500 .522 CCODE = .1 ADD HYD A1TOA5 58&25 59 .26065 118.48 10.398 .74801 1.500 .710 DIVIDE HYD BYPASS.A5 59 61 .14169 8.26 5.653 .74801 1.300 .091 SURGE.A5 and 62 .11896 110.22 4.746 .74801 1.500 1.448 ROUTE RESERVOIR POND.A5 62 60 .11896 6.12 4.746 .74801 2.400 .080 AC-FT= 3.774 ADD HYD TOTALA5 61&60 59 .26065 14.38 10.398 .74800 2.400 .086 ROUTE MCUNGE RTE.A4 24 61 .01186 24.62 1.372 2.16943 1.500 3.243 CCODE = .1 ADD HYD RTE.A4.A6 61&26 62 .03838 78.06 3.931 1.92024 1.500 3.178 ADD HYD RTEA4A6.POND 62&59 63 .29903 90.13 14.329 .89846 1.500 .471 DIVIDE HYD BYPASS.A6 63 61 .16754 8.26 8.028 .89846 1.300 .077 SURGE.A6 and 62 .13149 81.87 6.301 .89846 1.500 .973 ROUTE RESERVOIR POND.A6 62 64 .13149 6.27 6.301 .89846 4.400 .075 AC-FT= 3.108 ADD HYD TOTALA6 61&64 66 .29903 14.53 14.329 .89845 4.400 .076 ADD HYD PONDA6.A7 66&27 65 .30958 34.71 15.466 .93669 1.500 .175 ROUTE MCUNGE RTE.A6.A7 65 66 .30958 34.71 15.466 .93669 1.500 .175 CCODE = .0 COMPUTE NM HYD BASIN.D1 - 25 .01816 36.60 1.752 1.80886 1.500 3.149 PER IMP= 62.00 ADD HYD A6.A7.D1 66&25 67 .32774 71.31 17.218 .98502 1.500 .340 DIVIDE HYD BYPASS.AD1 67 61 .24177 11.07 12.701 .98502 1.200 .072 SURGE.D1 and 62 .08597 60.24 4.517 .98502 1.500 1.095 ROUTE RESERVOIR POND.D1 62 68 .08597 4.50 4.518 .98529 2.700 .082 AC-FT= 2.135 ADD HYD TOTALD1 61&68 67 .32774 15.57 17.218 .98506 2.700 .074 ROUTE MCUNGE RTE.D1 67 69 .32774 15.57 17.221 .98519 2.800 .074 CCODE = .2 COMPUTE NM HYD BASIN.D2 - 25 .03456 63.65 2.763 1.49925 1.500 2.878 PER IMP= 43.00 ADD HYD PONDD1.D2 69&25 70 .36230 76.93 19.984 1.03422 1.500 .332 COMPUTE NM HYD BASIN.D3 - 26 .00580 13.18 .701 2.26512 1.500 3.550 PER IMP= 90.00 ADD HYD D1.D2.D3 70&26 71 .36810 90.11 20.685 1.05362 1.500 .383 ROUTE MCUNGE RTE.D1 71 72 .36810 90.11 20.685 1.05362 1.500 .383 CCODE = .0 COMPUTE NM HYD BASIN.D4 - 27 .01961 36.12 1.568 1.49925 1.500 2.878 PER IMP= 43.00 ADD HYD D1D2D3.D4 72&27 73 .38771 126.23 22.253 1.07615 1.500 .509 COMPUTE NM HYD BASIN.D5 - 28 .01367 26.55 1.224 1.67850 1.500 3.035 PER IMP= 54.00 FROM TO PEAK RUNOFF TIME TO CFS PAGE = 2 HYDROGRAPH ID ID AREA DISCHARGE VOLUME RUNOFF PEAK PER COMMAND IDENTIFICATION NO. NO. (SQ MI) (CFS) (AC-FT) (INCHES) (HOURS) ACRE NOTATION ADD HYD D1234.D5 73&28 74 .40138 152.79 23.476 1.09667 1.500 .595 COMPUTE NM HYD BASIN.D6 - 25 .00781 15.89 .767 1.84145 1.500 3.178 PER IMP= 64.00 ADD HYD D12345.D6 74&25 75 .40919 168.67 24.243 1.11088 1.500 .644 DIVIDE HYD BYPASS.D 75 31 .28697 13.80 17.002 1.11088 1.200 .075 SURGE.D and 32 .12222 154.87 7.241 1.11088 1.500 1.980 ROUTE RESERVOIR POND.D 32 50 .12222 6.71 7.238 1.11035 2.400 .086 AC-FT= 5.079 ROUTE MCUNGE RTE.D 50 51 .12222 6.71 7.233 1.10969 2.700 .086 CCODE = .1 ADD HYD BYPASS.RTE.D 51&31 75 .40919 20.51 24.235 1.11051 2.700 .078 COMPUTE NM HYD BASIN.C - 20 .01278 24.36 1.100 1.61332 1.500 2.978 PER IMP= 50.00 ROUTE MCUNGE RTE.C 20 76 .01278 23.74 1.096 1.60827 1.600 2.902 CCODE = .1 COMPUTE NM HYD BASIN.F1 - 20 .02208 43.39 2.025 1.71939 1.500 3.071 PER IMP= 56.50 ADD HYD C.F1 76&20 77 .03486 64.42 3.121 1.67860 1.500 2.888 COMPUTE NM HYD BASIN.F2 - 21 .00573 13.02 .692 2.26512 1.500 3.550 PER IMP= 90.00 ADD HYD CF1.F2 77&21 78 .04059 77.44 3.813 1.76139 1.500 2.981 ROUTE MCUNGE RTE.CF1F2 78 79 .04059 76.94 3.816 1.76280 1.500 2.962 CCODE = .2 COMPUTE NM HYD BASIN.F3 - 22 .03563 70.02 3.267 1.71938 1.500 3.070 PER IMP= 56.50 ADD HYD CF1F2.F3 79&22 70 .07622 146.95 7.083 1.74248 1.500 3.012 COMPUTE NM HYD BASIN.F4 - 23 .03892 74.16 3.349 1.61331 1.500 2.977 PER IMP= 50.00 ADD HYD CF1F2F3.F4 70&23 71 .11514 221.12 10.432 1.69882 1.500 3.001 ADD HYD CF1F2F3F4.D 71&75 70 .52433 235.18 34.667 1.23970 1.500 .701 COMPUTE NM HYD BASIN.F5 - 24 .01852 39.52 1.996 2.02070 1.500 3.334 PER IMP= 75.00 COMPUTE NM HYD BASIN.J10 - 25 .00628 14.27 .759 2.26512 1.500 3.550 PER IMP= 90.00 COMPUTE NM HYD BASIN.J11 - 26 .00733 16.65 .886 2.26512 1.500 3.549 PER IMP= 90.00 ADD HYD J10.J11 25&26 23 .01361 30.92 1.644 2.26508 1.500 3.550 ROUTE MCUNGE RTE.J10J11 23 10 .01361 29.01 1.634 2.25104 1.500 3.330 CCODE = .1 COMPUTE NM HYD BASIN.F7 - 26 .01097 24.42 1.278 2.18365 1.500 3.478 PER IMP= 85.00 ROUTE MCUNGE RTE.F7 26 74 .01097 23.37 1.269 2.16910 1.500 3.328 CCODE = .1 ADD HYD F7.F5 74&24 75 .02949 62.89 3.265 2.07585 1.500 3.332 ROUTE RESERVOIR POND.F5 75 51 .02949 19.84 3.265 2.07584 1.900 1.051 AC-FT= 1.386 COMPUTE NM HYD BASIN.F8 - 27 .00781 15.89 .767 1.84145 1.500 3.178 PER IMP= 64.00 ADD HYD PONDF5.F8 51&27 78 .03730 27.40 4.032 2.02672 1.500 1.148 ROUTE MCUNGE RTE.PONDF5 78 77 .03730 27.34 4.033 2.02709 1.600 1.145 CCODE = .2 ADD HYD F1TOF8 77&70 78 .56163 262.09 38.700 1.29199 1.500 .729 DIVIDE HYD BYPASS.F 78 31 .16236 6.20 11.187 1.29199 1.200 .060 SURGE.F and 32 .39927 255.89 27.512 1.29199 1.500 1.001 ROUTE RESERVOIR POND.F 32 52 .39927 ************ *********** ************ 103.200 ******** AC-FT=********* ADD HYD BYPASSF.POND 31&52 53 .56163 24.36 38.684 1.29146 3.900 .068 ROUTE MCUNGE RTE.PONDF 53 77 .56163 24.35 38.655 1.29051 4.300 .068 CCODE = .2 COMPUTE NM HYD BASIN.G1 - 20 .02531 48.23 2.178 1.61331 1.500 2.978 PER IMP= 50.00 ROUTE MCUNGE RTE.G1 20 78 .02531 48.23 2.178 1.61330 1.500 2.978 CCODE = .0 COMPUTE NM HYD BASIN.G2 - 21 .02530 48.22 2.177 1.61331 1.500 2.978 PER IMP= 50.00 ADD HYD G1.G2 78&21 30 .05061 96.45 4.355 1.61330 1.500 2.978 ADD HYD G1G2.PONDF 30&77 31 .61224 111.35 43.010 1.31719 1.500 .284 DIVIDE HYD BYPASS.G 31 32 .45934 17.86 32.269 1.31719 1.300 .061 SURGE.G and 33 .15290 93.49 10.741 1.31719 1.500 .955 ROUTE RESERVOIR POND.G 33 34 .15290 6.94 10.741 1.31715 5.400 .071 AC-FT= 2.955 ROUTE MCUNGE RTE.PONDG 34 78 .15290 6.94 10.737 1.31664 5.700 .071 CCODE = .1 ADD HYD BYPASS.RTE.G 78&32 79 .61224 24.80 43.005 1.31704 5.700 .063 COMPUTE NM HYD OFFSITE2 - 55 .08050 13.87 1.783 .41534 2.000 .269 PER IMP= .00 ROUTE RESERVOIR OFFPOND2 55 50 .08050 4.43 1.783 .41534 3.100 .086 AC-FT= .813 ROUTE MCUNGE RTE.OFFPOND2 50 70 .08050 4.43 1.783 .41538 3.200 .086 CCODE = .2 COMPUTE NM HYD BASIN.B - 30 .01998 34.80 1.407 1.32000 1.500 2.721 PER IMP= 32.00 FROM TO PEAK RUNOFF TIME TO CFS PAGE = 3 HYDROGRAPH ID ID AREA DISCHARGE VOLUME RUNOFF PEAK PER COMMAND IDENTIFICATION NO. NO. (SQ MI) (CFS) (AC-FT) (INCHES) (HOURS) ACRE NOTATION ROUTE RESERVOIR POND.B 30 51 .01998 3.36 1.407 1.31999 2.100 .263 AC-FT= .930 ROUTE MCUNGE RTE.PONDB 51 71 .01998 3.36 1.407 1.32010 2.100 .263 CCODE = .2 ADD HYD OFF.B 71&70 72 .10048 7.62 3.190 .59525 2.900 .118 COMPUTE NM HYD BASIN.E1 - 30 .03341 58.79 2.410 1.35259 1.500 2.749 PER IMP= 34.00 ADD HYD OFFB.E1 72&30 73 .13389 61.76 5.600 .78423 1.500 .721 COMPUTE NM HYD BASIN.E2 - 32 .01348 27.42 1.324 1.84145 1.500 3.178 PER IMP= 64.00 ROUTE MCUNGE RTE.E2 32 76 .01348 25.29 1.314 1.82775 1.600 2.932 CCODE = .1 COMPUTE NM HYD BASIN.E3 - 33 .01197 22.82 1.030 1.61331 1.500 2.978 PER IMP= 50.00 COMPUTE NM HYD BASIN.E4 - 34 .00577 13.11 .697 2.26513 1.500 3.550 PER IMP= 90.00 ADD HYD E3.E4 33&34 74 .01774 35.93 1.727 1.82529 1.500 3.164 ADD HYD E3E4.E1BOFF 74&73 75 .15163 97.69 7.327 .90603 1.500 1.007 ROUTE MCUNGE RTE.E1E4 75 77 .15163 97.69 7.327 .90603 1.500 1.007 CCODE = .0 ADD HYD E1E4.E2 77&76 78 .16511 122.58 8.641 .98127 1.500 1.160 COMPUTE NM HYD BASIN.E5 - 35 .04402 80.67 3.482 1.48295 1.500 2.863 PER IMP= 42.00 ADD HYD E1E4.E5 78&35 80 .20913 203.25 12.123 1.08687 1.500 1.519 COMPUTE NM HYD BASIN.E6 - 36 .00488 11.09 .590 2.26512 1.500 3.550 PER IMP= 90.00 ADD HYD E1E6 80&36 40 .21401 214.33 12.712 1.11374 1.500 1.565 DIVIDE HYD BYPASS.E 40 61 .10345 15.50 6.145 1.11374 1.300 .234 SURGE.E and 62 .11056 198.83 6.567 1.11374 1.500 2.810 ROUTE RESERVOIR POND.E 62 37 .11056 6.83 6.574 1.11484 2.400 .097 AC-FT= 6.058 ADD HYD TOTALE 61&37 40 .21401 22.33 12.718 1.11427 2.400 .163 ROUTE MCUNGE RTE.PONDE 40 38 .21401 22.34 12.720 1.11446 2.100 .163 CCODE = .2 COMPUTE NM HYD BASIN.P - 32 .00845 10.08 .327 .72623 1.500 1.865 PER IMP= 7.00 COMPUTE NM HYD BASIN.H1 - 33 .01825 37.78 1.856 1.90663 1.500 3.234 PER IMP= 68.00 ADD HYD PONDE.H1 38&33 43 .23226 57.68 14.576 1.17670 1.500 .388 COMPUTE NM HYD BASIN.H2 - 34 .00836 19.16 1.018 2.28220 1.500 3.582 PER IMP= 90.00 ADD HYD P.H2 32&34 44 .01681 29.25 1.345 1.50001 1.500 2.718 ADD HYD PH2.H1 44&43 45 .24907 86.93 15.921 1.19852 1.500 .545 COMPUTE NM HYD BASIN.H3 - 35 .01191 23.79 1.128 1.77627 1.500 3.121 PER IMP= 60.00 ADD HYD PH1H3 45&35 46 .26098 110.72 17.049 1.22489 1.500 .663 DIVIDE HYD BYPASS.H 46 47 .21051 21.60 13.752 1.22489 1.300 .160 SURGE.H and 48 .05047 89.12 3.297 1.22489 1.500 2.759 ROUTE RESERVOIR POND.H 48 30 .05047 5.20 3.297 1.22489 2.300 .161 AC-FT= 2.871 ROUTE MCUNGE RTE.PONDH 30 49 .05047 5.20 3.298 1.22499 2.400 .161 CCODE = .2 ADD HYD BYPASS.RTE.H 49&47 31 .26098 26.80 17.049 1.22490 2.400 .160 COMPUTE NM HYD BASIN.K1 - 20 .02673 50.54 2.579 1.80886 1.500 2.954 PER IMP= 62.00 ADD HYD PONDH.K1 31&20 32 .28771 73.46 19.628 1.27915 1.500 .399 ROUTE MCUNGE RTE.K1 32 33 .28771 73.46 19.628 1.27915 1.500 .399 CCODE = .0 COMPUTE NM HYD BASIN.K2 - 21 .01486 29.39 1.537 1.93922 1.500 3.090 PER IMP= 70.00 ADD HYD K1.K2 33&21 34 .30257 102.85 21.165 1.31157 1.500 .531 COMPUTE NM HYD BASIN.K3 - 22 .00648 14.72 .783 2.26512 1.500 3.550 PER IMP= 90.00 ADD HYD PONDG.K3 79&22 24 .61872 32.82 43.788 1.32697 1.500 .083 COMPUTE NM HYD BASIN.K4 - 23 .01340 18.28 .527 .73726 1.500 2.132 PER IMP= .00 ADD HYD K3.K4 24&23 25 .63212 51.10 44.315 1.31447 1.500 .126 COMPUTE NM HYD BASIN.J1 - 81 .00517 11.04 .557 2.02069 1.500 3.336 PER IMP= 75.00 COMPUTE NM HYD BASIN.J2 - 82 .01706 36.40 1.839 2.02069 1.500 3.334 PER IMP= 75.00 COMPUTE NM HYD BASIN.J3 - 83 .00580 11.70 .560 1.80886 1.500 3.151 PER IMP= 62.00 COMPUTE NM HYD BASIN.J4 - 84 .01006 21.47 1.084 2.02069 1.500 3.335 PER IMP= 75.00 COMPUTE NM HYD BASIN.J5 - 85 .00134 3.05 .162 2.26513 1.500 3.561 PER IMP= 90.00 COMPUTE NM HYD BASIN.J6 - 86 .00422 9.59 .510 2.26512 1.500 3.551 PER IMP= 90.00 COMPUTE NM HYD BASIN.J7 - 87 .00444 10.09 .536 2.26512 1.500 3.551 PER IMP= 90.00 COMPUTE NM HYD BASIN.J8 - 88 .00903 12.31 .355 .73726 1.500 2.130 PER IMP= .00 FROM TO PEAK RUNOFF TIME TO CFS PAGE = 4 HYDROGRAPH ID ID AREA DISCHARGE VOLUME RUNOFF PEAK PER COMMAND IDENTIFICATION NO. NO. (SQ MI) (CFS) (AC-FT) (INCHES) (HOURS) ACRE NOTATION COMPUTE NM HYD BASIN.J9 - 89 .00548 12.20 .638 2.18365 1.500 3.479 PER IMP= 85.00 COMPUTE NM HYD BASIN.J12 - 12 .01419 10.65 .314 .41534 1.500 1.173 PER IMP= .00 ADD HYD J10J11.J6 86&10 11 .01783 38.60 2.144 2.25428 1.500 3.383 ADD HYD J10J11J6.J9 11&89 95 .02331 50.80 2.782 2.23766 1.500 3.405 ADD HYD J10J11J6J9.J 85&95 90 .02465 53.86 2.944 2.23914 1.500 3.414 ROUTE MCUNGE RTE.J5J6 90 91 .02465 53.86 2.944 2.23914 1.500 3.414 CCODE = .0 ADD HYD J1.J4 81&84 93 .01523 32.51 1.641 2.02065 1.500 3.335 ADD HYD J1J4.J5J6J9 91&93 94 .03988 86.37 4.585 2.15570 1.500 3.384 ROUTE MCUNGE RTE.J14569 94 92 .03988 86.37 4.585 2.15570 1.500 3.384 CCODE = .0 ADD HYD J2.J3 82&83 95 .02286 48.10 2.398 1.96692 1.500 3.288 ADD HYD J2J3.J7 95&87 94 .02730 58.19 2.934 2.01541 1.500 3.330 ADD HYD J145679.J237 94&92 96 .06718 144.56 7.519 2.09869 1.500 3.362 ADD HYD J1J7.J8 96&88 97 .07621 156.87 7.875 1.93737 1.500 3.216 ADD HYD J1J8.J12 97&12 98 .09040 167.52 8.189 1.69846 1.500 2.895 DIVIDE HYD BYPASSJ 98 83 .04558 26.34 4.129 1.69846 1.300 .903 SURGEJ and 84 .04482 141.18 4.060 1.69846 1.500 4.922 ROUTE RESERVOIR POND.J 84 90 .04482 6.05 4.059 1.69831 2.100 .211 AC-FT= 3.771 ADD HYD BYPASS.SURGE 90&83 97 .09040 32.39 8.188 1.69835 2.000 .560 ROUTE MCUNGE RTE.J5J6 97 91 .09040 32.34 8.180 1.69667 2.100 .559 CCODE = .1 COMPUTE NM HYD BASIN.K5 - 30 .02364 47.63 2.281 1.80886 1.500 3.148 PER IMP= 62.00 COMPUTE NM HYD BASIN.K6 - 31 .00220 5.01 .266 2.26512 1.500 3.555 PER IMP= 90.00 ADD HYD K5.K6 30&31 41 .02584 52.64 2.546 1.84768 1.500 3.183 ADD HYD K5K6.PONDJ 41&91 43 .11624 80.50 10.726 1.73022 1.500 1.082 ADD HYD K5K6PONDJ.K3 43&25 44 .74836 131.59 55.041 1.37905 1.500 .275 ADD HYD PONDJK13.K1K 34&44 96 1.05093 234.44 76.206 1.35962 1.500 .349 DIVIDE HYD BYPASS.K 96 97 .89077 44.91 64.593 1.35962 1.300 .079 SURGE.K and 98 .16016 189.53 11.613 1.35962 1.500 1.849 ROUTE RESERVOIR POND.K 98 70 .16016 15.58 11.613 1.35961 2.900 .152 AC-FT= 8.203 ADD HYD BYPASS.ROUTE 70&97 99 1.05093 60.49 76.206 1.35961 2.900 .090 ROUTE MCUNGE RTE.PONDK 99 1 1.05093 60.30 75.970 1.35542 3.400 .090 CCODE = .2 COMPUTE NM HYD UNIVROWNORTH - 2 .00727 16.51 .878 2.26512 1.500 3.550 PER IMP= 90.00 ADD HYD UNIVN.PONDK 1& 2 3 1.05820 60.46 76.848 1.36166 3.400 .089 ROUTE MCUNGE RTE.UNIVN 3 4 1.05820 60.30 76.745 1.35983 3.900 .089 CCODE = .2 COMPUTE NM HYD UNIVROWSOUTH - 5 .00727 16.51 .878 2.26512 1.500 3.550 PER IMP= 90.00 ADD HYD UNIVNS.PONDK 4& 5 6 1.06546 60.44 77.623 1.36600 3.900 .089 *S********************************************************************** *S******END OF TRAILS DRAINAGE ANALYSIS FINISH