AHYMO PROGRAM (AHYMO_97) - - Version: 1997.02c RUN DATE (MON/DAY/YR) = 01/16/2014 START TIME (HR:MIN:SEC) = 08:55:54 USER NO.= AHYMO-I-9702a01000K21-AH INPUT FILE = C:\Projects\LONGFO~1\REVISE~3\TRAILS~4.TXT * * TRAILS UNIT III DRAINAGE MASTER PLAN * HYDROLOGIC MODEL--FULLY DEVELOPED CONDITIONS * 25 NOVEMBER 2013 * * ****************************************************************************** * * HYDROLOGIC MODEL FOR OFFSITE AND ONSITE BASINS * 100-YEAR, 24-HOUR STORM: * * * * PRECIPITATION: * P60 = 1.84" * P360 = 2.20" * P1440 = 2.66" * * * ***************************************************************************** * START TIME=0.0 HR PUNCH CODE=0 * * * RAINFALL TYPE=2 RAIN QUARTER=0.0 IN RAIN ONE=1.84 IN RAIN SIX=2.20 IN RAIN DAY=2.66 IN DT=0.10 HRS COMPUTED 24-HOUR RAINFALL DISTRIBUTION BASED ON NOAA ATLAS 2 - PEAK AT 1.40 HR. DT = .100000 HOURS END TIME = 24.000000 HOURS .0000 .0060 .0124 .0193 .0266 .0347 .0435 .0532 .0640 .0764 .0908 .1071 .1906 .4476 .9796 1.3314 1.5028 1.6393 1.7527 1.8488 1.9308 1.9485 1.9639 1.9776 1.9899 2.0013 2.0117 2.0215 2.0306 2.0393 2.0475 2.0553 2.0627 2.0698 2.0766 2.0832 2.0895 2.0956 2.1015 2.1072 2.1128 2.1182 2.1234 2.1285 2.1335 2.1383 2.1431 2.1477 2.1522 2.1566 2.1610 2.1652 2.1694 2.1734 2.1774 2.1814 2.1852 2.1890 2.1927 2.1964 2.2000 2.2039 2.2078 2.2117 2.2155 2.2193 2.2231 2.2268 2.2305 2.2342 2.2379 2.2416 2.2452 2.2488 2.2524 2.2559 2.2595 2.2630 2.2665 2.2700 2.2734 2.2768 2.2802 2.2836 2.2870 2.2903 2.2937 2.2970 2.3002 2.3035 2.3068 2.3100 2.3132 2.3164 2.3196 2.3227 2.3259 2.3290 2.3321 2.3352 2.3383 2.3413 2.3444 2.3474 2.3504 2.3534 2.3563 2.3593 2.3622 2.3652 2.3681 2.3710 2.3739 2.3767 2.3796 2.3824 2.3853 2.3881 2.3909 2.3937 2.3965 2.3992 2.4020 2.4047 2.4074 2.4101 2.4128 2.4155 2.4182 2.4208 2.4235 2.4261 2.4287 2.4314 2.4340 2.4365 2.4391 2.4417 2.4442 2.4468 2.4493 2.4518 2.4543 2.4568 2.4593 2.4618 2.4643 2.4667 2.4692 2.4716 2.4740 2.4765 2.4789 2.4813 2.4837 2.4860 2.4884 2.4908 2.4931 2.4955 2.4978 2.5001 2.5024 2.5047 2.5070 2.5093 2.5116 2.5139 2.5161 2.5184 2.5206 2.5229 2.5251 2.5273 2.5295 2.5317 2.5339 2.5361 2.5383 2.5404 2.5426 2.5448 2.5469 2.5490 2.5512 2.5533 2.5554 2.5575 2.5596 2.5617 2.5638 2.5659 2.5680 2.5700 2.5721 2.5741 2.5762 2.5782 2.5803 2.5823 2.5843 2.5863 2.5883 2.5903 2.5923 2.5943 2.5963 2.5982 2.6002 2.6022 2.6041 2.6061 2.6080 2.6099 2.6119 2.6138 2.6157 2.6176 2.6195 2.6214 2.6233 2.6252 2.6271 2.6290 2.6308 2.6327 2.6346 2.6364 2.6383 2.6401 2.6419 2.6438 2.6456 2.6474 2.6492 2.6510 2.6528 2.6546 2.6564 2.6582 2.6600 SEDIMENT BULK CODE=1 FACTOR=1.0 * * *S**************************************************************************** *S********** COMPUTE ONSITE BASINS FROM THE TRAILS *S********** * COMPUTE NM HYD ID=50 HYD NO=OFFSITE1 DA=.1998 SQ MI %A=100 %B=0 %C=0 %D=0 TP=-.66 HR RAIN=-1 K = .733385HR TP = .660000HR K/TP RATIO = 1.111190 SHAPE CONSTANT, N = 3.182443 UNIT PEAK = 89.720 CFS UNIT VOLUME = .9999 B = 296.37 P60 = 1.8400 AREA = .199800 SQ MI IA = .65000 INCHES INF = 1.67000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=50 CODE=10 HYDROGRAPH FROM AREA OFFSITE1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 4.000 3.4 8.000 .6 12.000 .1 16.000 .0 1.000 .0 5.000 2.2 9.000 .4 13.000 .1 17.000 .0 2.000 37.0 6.000 1.4 10.000 .2 14.000 .0 18.000 .0 3.000 12.5 7.000 .9 11.000 .1 15.000 .0 RUNOFF VOLUME = .41534 INCHES = 4.4258 ACRE-FEET PEAK DISCHARGE RATE = 37.00 CFS AT 2.000 HOURS BASIN AREA = .1998 SQ. MI. * ROUTE RESERVOIR ID=53 HYD=OFF.POND.1 INFLOW ID=50 CODE=5 OUTFLOW STORAGE DEPTH 0 0 0 3.85 0.037 1 5.44 0.218 2 6.66 0.610 3 7.69 1.150 4 8.60 1.759 5 9.42 2.439 6 * * * * * * * * * * * * * * * * * TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) .00 .00 .00 .000 .00 .50 .00 .00 .000 .00 1.00 .00 .00 .000 .00 1.50 8.58 .90 .033 3.46 2.00 37.00 3.55 .909 7.23 2.50 24.72 5.21 1.905 8.78 3.00 12.51 5.76 2.273 9.22 3.50 6.32 5.75 2.267 9.21 4.00 3.43 5.47 2.081 8.99 4.50 2.73 5.12 1.842 8.70 5.00 2.18 4.72 1.591 8.35 5.50 1.74 4.30 1.334 7.97 6.00 1.38 3.87 1.078 7.55 6.50 1.10 3.40 .827 7.07 7.00 .88 2.94 .585 6.58 7.50 .70 2.36 .360 5.88 8.00 .56 1.67 .158 4.92 8.50 .44 .43 .016 1.65 9.00 .35 .10 .004 .39 9.50 .28 .08 .003 .30 10.00 .22 .06 .002 .24 10.50 .18 .05 .002 .19 11.00 .14 .04 .001 .15 11.50 .11 .03 .001 .12 12.00 .09 .02 .001 .10 12.50 .07 .02 .001 .08 13.00 .06 .02 .001 .06 13.50 .05 .01 .000 .05 14.00 .04 .01 .000 .04 14.50 .03 .01 .000 .03 15.00 .02 .01 .000 .02 15.50 .02 .01 .000 .02 16.00 .01 .00 .000 .02 16.50 .01 .00 .000 .01 17.00 .01 .00 .000 .01 17.50 .01 .00 .000 .01 18.00 .01 .00 .000 .01 18.50 .00 .00 .000 .00 PEAK DISCHARGE = 9.254 CFS - PEAK OCCURS AT HOUR 3.20 MAXIMUM WATER SURFACE ELEVATION = 5.798 MAXIMUM STORAGE = 2.3016 AC-FT INCREMENTAL TIME= .100000HRS PRINT HYD ID=53 CODE=10 HYDROGRAPH FROM AREA OFF.POND.1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 4.000 9.0 8.000 4.9 12.000 .1 16.000 .0 1.000 .0 5.000 8.3 9.000 .4 13.000 .1 17.000 .0 2.000 7.2 6.000 7.6 10.000 .2 14.000 .0 18.000 .0 3.000 9.2 7.000 6.6 11.000 .2 15.000 .0 19.000 .0 RUNOFF VOLUME = .41533 INCHES = 4.4258 ACRE-FEET PEAK DISCHARGE RATE = 9.25 CFS AT 3.200 HOURS BASIN AREA = .1998 SQ. MI. * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.0176 DIA=2.0 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .10 .06 .16 .89 .21 .17 .68 1.22 .31 .31 1.59 1.45 .42 .47 2.86 1.62 .52 .65 4.46 1.76 .63 .84 6.37 1.85 .73 1.04 8.53 1.93 .83 1.24 10.90 1.97 .94 1.45 13.44 2.00 1.04 1.66 16.09 2.00 1.15 1.86 18.78 2.00 1.25 2.07 21.46 2.00 1.35 2.27 24.05 2.00 1.46 2.46 26.48 2.00 1.56 2.63 28.65 2.00 1.67 2.80 30.46 2.00 1.77 2.94 31.75 2.00 1.88 3.06 32.28 2.00 2.00 3.14 32.28 2.00 ROUTE MCUNGE ID=54 HYD=RTE.OFF.POND INFLOW ID=53 DT=0.0 L=740 NS=0 SLOPE=0.0176 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 INFLOW END= 191 TABLE PTS= 19 DT= .100000 QMED= 4.63 CKMED= 10.1076 WIDTH MED= 1.76 NREACH= 1 DX= 740.00 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .111 .0 2.06 1.19 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .10 .1 .2 .082 .9 4.15 2.52 2.018 .003 .998 .338 -.336 .0 .999 .164 -.163 .21 .2 .7 .052 1.2 5.72 3.93 2.785 .008 .996 .473 -.469 .4 .997 .397 -.393 .31 .3 1.6 .041 1.5 7.25 5.06 3.526 .012 .995 .559 -.554 1.1 .995 .520 -.515 .42 .5 2.9 .034 1.6 8.53 6.02 4.151 .016 .994 .613 -.607 2.2 .994 .588 -.583 .52 .7 4.5 .030 1.8 9.63 6.85 4.683 .020 .993 .649 -.642 3.6 .993 .633 -.626 .63 .8 6.4 .027 1.9 10.55 7.58 5.135 .025 .992 .675 -.667 5.4 .992 .664 -.656 .73 1.0 8.5 .025 1.9 11.34 8.23 5.515 .030 .991 .694 -.685 7.4 .991 .686 -.677 .83 1.2 10.9 .023 2.0 11.98 8.79 5.827 .035 .990 .709 -.698 9.7 .990 .703 -.693 .94 1.4 13.4 .022 2.0 12.48 9.29 6.071 .041 .988 .719 -.707 12.2 .989 .715 -.704 1.04 1.7 16.1 .021 2.0 12.83 9.72 6.241 .048 .987 .726 -.712 14.7 .988 .723 -.711 1.15 1.9 18.8 .020 2.0 12.91 10.08 6.281 .056 .985 .727 -.712 17.4 .986 .728 -.713 1.25 2.1 21.5 .020 2.0 12.67 10.38 6.164 .065 .982 .723 -.705 20.1 .984 .726 -.710 1.35 2.3 24.1 .019 2.0 12.07 10.62 5.872 .076 .978 .712 -.690 22.7 .980 .719 -.699 1.46 2.5 26.5 .019 2.0 11.06 10.78 5.382 .092 .972 .691 -.663 25.3 .975 .704 -.679 1.56 2.6 28.7 .019 2.0 9.57 10.87 4.657 .115 .960 .653 -.614 27.6 .967 .676 -.643 1.67 2.8 30.5 .019 2.0 7.45 10.88 3.626 .157 .934 .582 -.516 29.6 .951 .626 -.577 1.77 2.9 31.8 .019 2.0 4.37 10.79 2.124 .279 .836 .412 -.248 31.1 .909 .525 -.434 1.88 3.1 32.3 .019 2.0 2.49 10.55 1.210 .498 .632 .262 .106 32.0 .646 .265 .089 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 3 OCCURRED 4 TIMES. AVERAGE NUMBER ITERATIONS = 1.1314 Equations solved using the Ponce correction to C2 * PRINT HYD ID=54 CODE=0 HYDROGRAPH FROM AREA RTE.OFF.POND TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 4.000 9.0 8.000 5.0 12.000 .1 16.000 .0 .100 .0 4.100 8.9 8.100 4.7 12.100 .1 16.100 .0 .200 .0 4.200 8.9 8.200 4.4 12.200 .1 16.200 .0 .300 .0 4.300 8.8 8.300 4.1 12.300 .1 16.300 .0 .400 .0 4.400 8.8 8.400 3.6 12.400 .1 16.400 .0 .500 .0 4.500 8.7 8.500 2.3 12.500 .1 16.500 .0 .600 .0 4.600 8.7 8.600 .9 12.600 .1 16.600 .0 .700 .0 4.700 8.6 8.700 .8 12.700 .1 16.700 .0 .800 .0 4.800 8.5 8.800 .5 12.800 .1 16.800 .0 .900 .0 4.900 8.4 8.900 .5 12.900 .1 16.900 .0 1.000 .0 5.000 8.4 9.000 .4 13.000 .1 17.000 .0 1.100 .0 5.100 8.3 9.100 .4 13.100 .1 17.100 .0 1.200 .0 5.200 8.2 9.200 .3 13.200 .1 17.200 .0 1.300 .0 5.300 8.1 9.300 .3 13.300 .1 17.300 .0 1.400 .2 5.400 8.1 9.400 .3 13.400 .1 17.400 .0 1.500 2.5 5.500 8.0 9.500 .3 13.500 .0 17.500 .0 1.600 4.7 5.600 7.9 9.600 .3 13.600 .0 17.600 .0 1.700 5.0 5.700 7.8 9.700 .3 13.700 .0 17.700 .0 1.800 6.3 5.800 7.7 9.800 .3 13.800 .0 17.800 .0 1.900 6.5 5.900 7.7 9.900 .3 13.900 .0 17.900 .0 2.000 7.3 6.000 7.6 10.000 .2 14.000 .0 18.000 .0 2.100 7.5 6.100 7.5 10.100 .2 14.100 .0 18.100 .0 2.200 8.1 6.200 7.4 10.200 .2 14.200 .0 18.200 .0 2.300 8.2 6.300 7.3 10.300 .2 14.300 .0 18.300 .0 2.400 8.6 6.400 7.2 10.400 .2 14.400 .0 18.400 .0 2.500 8.7 6.500 7.1 10.500 .2 14.500 .0 18.500 .0 2.600 8.9 6.600 7.0 10.600 .2 14.600 .0 18.600 .0 2.700 9.0 6.700 6.9 10.700 .2 14.700 .0 18.700 .0 2.800 9.1 6.800 6.8 10.800 .2 14.800 .0 18.800 .0 2.900 9.2 6.900 6.7 10.900 .2 14.900 .0 18.900 .0 3.000 9.2 7.000 6.6 11.000 .2 15.000 .0 19.000 .0 3.100 9.2 7.100 6.5 11.100 .1 15.100 .0 19.100 .0 3.200 9.3 7.200 6.3 11.200 .1 15.200 .0 19.200 .0 3.300 9.3 7.300 6.2 11.300 .1 15.300 .0 19.300 .0 3.400 9.2 7.400 6.0 11.400 .1 15.400 .0 19.400 .0 3.500 9.2 7.500 5.9 11.500 .1 15.500 .0 19.500 .0 3.600 9.2 7.600 5.8 11.600 .1 15.600 .0 19.600 .0 3.700 9.1 7.700 5.6 11.700 .1 15.700 .0 19.700 .0 3.800 9.1 7.800 5.5 11.800 .1 15.800 .0 3.900 9.1 7.900 5.3 11.900 .1 15.900 .0 RUNOFF VOLUME = .41537 INCHES = 4.4262 ACRE-FEET PEAK DISCHARGE RATE = 9.26 CFS AT 3.200 HOURS BASIN AREA = .1998 SQ. MI. * COMPUTE NM HYD ID=21 HYD NO=BASIN.A1 DA=.02422 SQ MI %A=0 %B=12.5 %C=12.5 %D=75.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 71.878 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .018165 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 16.136 CFS UNIT VOLUME = 1.006 B = 354.44 P60 = 1.8400 AREA = .006055 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=21 CODE=10 HYDROGRAPH FROM AREA BASIN.A1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .4 10.000 .4 15.000 .3 20.000 .2 1.000 .0 6.000 .4 11.000 .3 16.000 .3 21.000 .2 2.000 12.4 7.000 .4 12.000 .3 17.000 .3 22.000 .2 3.000 .7 8.000 .4 13.000 .3 18.000 .3 23.000 .2 4.000 .4 9.000 .4 14.000 .3 19.000 .2 24.000 .2 RUNOFF VOLUME = 2.02069 INCHES = 2.6102 ACRE-FEET PEAK DISCHARGE RATE = 51.68 CFS AT 1.500 HOURS BASIN AREA = .0242 SQ. MI. * COMPUTE NM HYD ID=22 HYD NO=BASIN.A2 DA=.01331 SQ MI %A=0 %B=33.0 %C=33.0 %D=34.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 17.907 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .004525 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 23.411 CFS UNIT VOLUME = 1.007 B = 354.44 P60 = 1.8400 AREA = .008785 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=22 CODE=10 HYDROGRAPH FROM AREA BASIN.A2 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .1 10.000 .1 15.000 .1 20.000 .1 1.000 .0 6.000 .1 11.000 .1 16.000 .1 21.000 .1 2.000 4.0 7.000 .1 12.000 .1 17.000 .1 22.000 .1 3.000 .2 8.000 .1 13.000 .1 18.000 .1 23.000 .1 4.000 .1 9.000 .1 14.000 .1 19.000 .1 24.000 .1 RUNOFF VOLUME = 1.35259 INCHES = .9602 ACRE-FEET PEAK DISCHARGE RATE = 23.43 CFS AT 1.500 HOURS BASIN AREA = .0133 SQ. MI. * * COMPUTE NM HYD ID=23 HYD NO=BASIN.A3 DA=.00502 SQ MI %A=0 %B=5.0 %C=5.0 %D=90.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 17.878 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .004518 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 1.3378 CFS UNIT VOLUME = .9989 B = 354.44 P60 = 1.8400 AREA = .000502 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=23 CODE=10 HYDROGRAPH FROM AREA BASIN.A3 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .1 10.000 .1 15.000 .1 20.000 .1 1.000 .0 6.000 .1 11.000 .1 16.000 .1 21.000 .1 2.000 3.0 7.000 .1 12.000 .1 17.000 .1 22.000 .1 3.000 .2 8.000 .1 13.000 .1 18.000 .1 23.000 .1 4.000 .1 9.000 .1 14.000 .1 19.000 .1 24.000 .1 RUNOFF VOLUME = 2.26512 INCHES = .6064 ACRE-FEET PEAK DISCHARGE RATE = 11.41 CFS AT 1.500 HOURS BASIN AREA = .0050 SQ. MI. * * COMPUTE NM HYD ID=24 HYD NO=BASIN.A4 DA=.01186 SQ MI %A=0 %B=7.5 %C=7.5 %D=85.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 39.890 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .010081 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 4.7410 CFS UNIT VOLUME = 1.004 B = 354.44 P60 = 1.8400 AREA = .001779 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=24 CODE=10 HYDROGRAPH FROM AREA BASIN.A4 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .2 10.000 .2 15.000 .2 20.000 .1 1.000 .0 6.000 .2 11.000 .2 16.000 .2 21.000 .1 2.000 6.7 7.000 .2 12.000 .2 17.000 .1 22.000 .1 3.000 .4 8.000 .2 13.000 .2 18.000 .1 23.000 .1 4.000 .2 9.000 .2 14.000 .2 19.000 .1 24.000 .1 RUNOFF VOLUME = 2.18365 INCHES = 1.3812 ACRE-FEET PEAK DISCHARGE RATE = 26.39 CFS AT 1.500 HOURS BASIN AREA = .0119 SQ. MI. * * COMPUTE NM HYD ID=25 HYD NO=BASIN.A5 DA=.01830 SQ MI %A=0 %B=17.0 %C=17.0 %D=66.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 47.792 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .012078 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 16.581 CFS UNIT VOLUME = 1.006 B = 354.44 P60 = 1.8400 AREA = .006222 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=25 CODE=10 HYDROGRAPH FROM AREA BASIN.A5 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .2 10.000 .2 15.000 .2 20.000 .2 1.000 .0 6.000 .3 11.000 .2 16.000 .2 21.000 .2 2.000 8.5 7.000 .3 12.000 .2 17.000 .2 22.000 .1 3.000 .5 8.000 .3 13.000 .2 18.000 .2 23.000 .1 4.000 .2 9.000 .3 14.000 .2 19.000 .2 24.000 .1 RUNOFF VOLUME = 1.87404 INCHES = 1.8290 ACRE-FEET PEAK DISCHARGE RATE = 37.55 CFS AT 1.500 HOURS BASIN AREA = .0183 SQ. MI. * * COMPUTE NM HYD ID=26 HYD NO=BASIN.A6 DA=.02652 SQ MI %A=0 %B=19.0 %C=19.0 %D=62.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 65.062 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .016442 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 26.856 CFS UNIT VOLUME = 1.007 B = 354.44 P60 = 1.8400 AREA = .010078 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=26 CODE=10 HYDROGRAPH FROM AREA BASIN.A6 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .3 10.000 .3 15.000 .3 20.000 .2 1.000 .0 6.000 .4 11.000 .3 16.000 .2 21.000 .2 2.000 11.8 7.000 .4 12.000 .3 17.000 .2 22.000 .2 3.000 .6 8.000 .4 13.000 .3 18.000 .2 23.000 .2 4.000 .3 9.000 .3 14.000 .3 19.000 .2 24.000 .2 RUNOFF VOLUME = 1.80886 INCHES = 2.5584 ACRE-FEET PEAK DISCHARGE RATE = 53.44 CFS AT 1.500 HOURS BASIN AREA = .0265 SQ. MI. * * COMPUTE NM HYD ID=27 HYD NO=BASIN.A7 DA=.01055 SQ MI %A=0 %B=12.5 %C=12.5 %D=75.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 31.309 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .007913 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 7.0288 CFS UNIT VOLUME = 1.006 B = 354.44 P60 = 1.8400 AREA = .002638 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=26 CODE=10 HYDROGRAPH FROM AREA BASIN.A6 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .3 10.000 .3 15.000 .3 20.000 .2 1.000 .0 6.000 .4 11.000 .3 16.000 .2 21.000 .2 2.000 11.8 7.000 .4 12.000 .3 17.000 .2 22.000 .2 3.000 .6 8.000 .4 13.000 .3 18.000 .2 23.000 .2 4.000 .3 9.000 .3 14.000 .3 19.000 .2 24.000 .2 RUNOFF VOLUME = 1.80886 INCHES = 2.5584 ACRE-FEET PEAK DISCHARGE RATE = 53.44 CFS AT 1.500 HOURS BASIN AREA = .0265 SQ. MI. * ADD HYD ID=55 HYD=O1.A2 ID I=54 II=22 PRINT HYD ID=55 CODE=10 HYDROGRAPH FROM AREA O1.A2 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 8.5 10.000 .3 15.000 .1 20.000 .1 1.000 .0 6.000 7.7 11.000 .2 16.000 .1 21.000 .1 2.000 11.3 7.000 6.7 12.000 .2 17.000 .1 22.000 .1 3.000 9.4 8.000 5.1 13.000 .1 18.000 .1 23.000 .1 4.000 9.1 9.000 .5 14.000 .1 19.000 .1 24.000 .1 RUNOFF VOLUME = .47390 INCHES = 5.3862 ACRE-FEET PEAK DISCHARGE RATE = 25.89 CFS AT 1.500 HOURS BASIN AREA = .2131 SQ. MI. * ADD HYD ID=56 HYD=O1A2.A1 ID I=55 II=21 PRINT HYD ID=56 CODE=10 HYDROGRAPH FROM AREA O1A2.A1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 8.8 10.000 .7 15.000 .4 20.000 .3 1.000 .0 6.000 8.1 11.000 .6 16.000 .4 21.000 .3 2.000 23.7 7.000 7.2 12.000 .5 17.000 .3 22.000 .3 3.000 10.1 8.000 5.5 13.000 .5 18.000 .3 23.000 .3 4.000 9.5 9.000 .9 14.000 .4 19.000 .3 24.000 .3 RUNOFF VOLUME = .63175 INCHES = 7.9964 ACRE-FEET PEAK DISCHARGE RATE = 77.57 CFS AT 1.500 HOURS BASIN AREA = .2373 SQ. MI. * * ADD HYD ID=57 HYD=O1A2A1.A3 ID I=56 II=23 PRINT HYD ID=57 CODE=10 HYDROGRAPH FROM AREA O1A2A1.A3 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 8.9 10.000 .8 15.000 .4 20.000 .4 1.000 .0 6.000 8.2 11.000 .7 16.000 .4 21.000 .3 2.000 26.7 7.000 7.3 12.000 .6 17.000 .4 22.000 .3 3.000 10.2 8.000 5.6 13.000 .5 18.000 .4 23.000 .3 4.000 9.5 9.000 1.0 14.000 .5 19.000 .4 24.000 .3 RUNOFF VOLUME = .66558 INCHES = 8.6028 ACRE-FEET PEAK DISCHARGE RATE = 88.97 CFS AT 1.500 HOURS BASIN AREA = .2424 SQ. MI. * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.007 DIA=4.0 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .21 .25 .63 1.78 .42 .69 2.74 2.44 .63 1.25 6.36 2.91 .83 1.90 11.44 3.25 1.04 2.60 17.87 3.51 1.25 3.36 25.49 3.71 1.46 4.15 34.15 3.85 1.67 4.96 43.66 3.94 1.88 5.79 53.83 3.99 2.08 6.62 64.42 4.00 2.29 7.45 75.21 4.00 2.50 8.27 85.93 4.00 2.71 9.06 96.31 4.00 2.92 9.82 106.03 4.00 3.13 10.54 114.73 4.00 3.34 11.20 121.97 4.00 3.54 11.77 127.15 4.00 3.75 12.24 129.28 4.00 4.00 12.57 129.28 4.00 ROUTE MCUNGE ID=58 HYD=RTE.O1A2A1.A3 INFLOW ID=57 DT=0.0 L=1000 NS=0 SLOPE=0.007 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 INFLOW END= 250 TABLE PTS= 19 DT= .100000 QMED= 44.49 CKMED= 12.2740 WIDTH MED= 3.95 NREACH= 1 DX= 1000.00 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .150 .0 2.78 1.19 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .21 .2 .6 .110 1.8 4.15 2.52 1.495 .012 .990 .202 -.193 .1 .995 .018 -.012 .42 .7 2.7 .071 2.4 5.73 3.94 2.063 .028 .982 .353 -.335 1.5 .984 .268 -.252 .63 1.3 6.4 .055 2.9 7.26 5.07 2.612 .043 .976 .453 -.429 4.4 .979 .407 -.385 .83 1.9 11.4 .046 3.2 8.54 6.03 3.075 .059 .972 .516 -.488 8.8 .974 .487 -.461 1.04 2.6 17.9 .040 3.5 9.64 6.86 3.469 .075 .967 .560 -.527 14.5 .969 .540 -.509 1.25 3.4 25.5 .037 3.7 10.57 7.59 3.804 .093 .962 .592 -.554 21.6 .964 .577 -.542 1.46 4.1 34.2 .034 3.9 11.35 8.24 4.085 .112 .957 .615 -.572 29.7 .960 .605 -.564 1.67 5.0 43.7 .032 3.9 11.99 8.80 4.317 .132 .952 .633 -.585 38.8 .954 .625 -.580 1.88 5.8 53.8 .030 4.0 12.49 9.30 4.498 .154 .945 .646 -.592 48.7 .949 .641 -.589 2.08 6.6 64.4 .029 4.0 12.84 9.73 4.624 .179 .938 .655 -.594 59.1 .942 .652 -.594 2.29 7.5 75.2 .028 4.0 12.93 10.09 4.653 .208 .929 .659 -.588 69.8 .934 .658 -.592 2.50 8.3 85.9 .027 4.0 12.68 10.39 4.566 .242 .917 .656 -.572 80.5 .924 .658 -.582 2.71 9.1 96.3 .026 4.0 12.08 10.63 4.350 .285 .899 .645 -.544 91.1 .909 .652 -.561 2.92 9.8 106.0 .026 4.0 11.08 10.79 3.987 .342 .872 .625 -.496 101.2 .887 .637 -.524 3.13 10.5 114.7 .026 4.0 9.58 10.89 3.450 .428 .825 .590 -.415 110.4 .853 .610 -.463 3.34 11.2 122.0 .025 4.0 7.46 10.90 2.686 .584 .727 .532 -.258 118.4 .789 .566 -.355 3.54 11.8 127.2 .026 4.0 4.37 10.80 1.573 1.039 .425 .446 .129 124.6 .638 .494 -.131 3.75 12.2 129.3 .026 4.0 2.49 10.56 .897 1.854 .011 .467 .522 128.2 .033 .461 .505 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 4 OCCURRED 1 TIMES. AVERAGE NUMBER ITERATIONS = 1.1630 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .150 .0 2.78 1.19 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .21 .2 .6 .110 1.8 2.83 2.52 1.018 .018 .982 .018 .000 .1 .994 .006 .000 .42 .7 2.7 .071 2.4 2.93 3.94 1.055 .055 .948 .052 .000 1.5 .966 .034 .000 .63 1.3 6.4 .055 2.9 3.06 5.07 1.102 .102 .907 .093 .000 4.4 .927 .073 .000 .83 1.9 11.4 .046 3.2 3.21 6.03 1.157 .157 .865 .135 .000 8.8 .885 .115 .000 1.04 2.6 17.9 .040 3.5 3.38 6.86 1.215 .215 .823 .177 .000 14.5 .843 .157 .000 1.25 3.4 25.5 .037 3.7 3.55 7.59 1.277 .277 .783 .217 .000 21.6 .802 .198 .000 1.46 4.1 34.2 .034 3.9 3.72 8.24 1.340 .340 .746 .254 .000 29.7 .764 .236 .000 1.67 5.0 43.7 .032 3.9 3.90 8.80 1.405 .405 .712 .288 .000 38.8 .728 .272 .000 1.88 5.8 53.8 .030 4.0 4.09 9.30 1.471 .471 .680 .320 .000 48.7 .695 .305 .000 2.08 6.6 64.4 .029 4.0 4.27 9.73 1.538 .538 .650 .350 .000 59.1 .664 .336 .000 2.29 7.5 75.2 .028 4.0 4.45 10.09 1.603 .603 .624 .376 .000 69.8 .637 .363 .000 2.50 8.3 85.9 .027 4.0 4.62 10.39 1.664 .664 .601 .399 .000 80.5 .612 .388 .000 2.71 9.1 96.3 .026 4.0 4.78 10.63 1.720 .720 .581 .419 .000 91.1 .591 .409 .000 2.92 9.8 106.0 .026 4.0 4.92 10.79 1.770 .770 .565 .435 .000 101.2 .573 .427 .000 3.13 10.5 114.7 .026 4.0 5.04 10.89 1.813 .813 .551 .449 .000 110.4 .558 .442 .000 3.34 11.2 122.0 .025 4.0 5.13 10.90 1.848 .848 .541 .459 .000 118.4 .546 .454 .000 3.54 11.8 127.2 .026 4.0 4.37 10.80 1.573 1.039 .425 .446 .129 124.6 .537 .463 .000 3.75 12.2 129.3 .026 4.0 2.49 10.56 .897 1.854 .011 .467 .522 128.2 .033 .461 .505 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 3 OCCURRED 7 TIMES. AVERAGE NUMBER ITERATIONS = 1.0815 Equations solved with two passes: first using the Ponce correction to C1, second using the Fread correction to C1, C2 and C3 * PRINT HYD ID=58 CODE=0 HYDROGRAPH FROM AREA RTE.O1A2A1.A3 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.100 8.9 10.200 .8 15.300 .5 20.400 .4 .100 .0 5.200 8.8 10.300 .8 15.400 .4 20.500 .4 .200 .0 5.300 8.8 10.400 .7 15.500 .4 20.600 .4 .300 .0 5.400 8.7 10.500 .7 15.600 .4 20.700 .4 .400 .0 5.500 8.6 10.600 .7 15.700 .4 20.800 .3 .500 .0 5.600 8.6 10.700 .7 15.800 .4 20.900 .3 .600 .0 5.700 8.5 10.800 .7 15.900 .4 21.000 .3 .700 .0 5.800 8.4 10.900 .7 16.000 .4 21.100 .3 .800 .0 5.900 8.4 11.000 .7 16.100 .4 21.200 .3 .900 .0 6.000 8.3 11.100 .7 16.200 .4 21.300 .3 1.000 .0 6.100 8.2 11.200 .7 16.300 .4 21.400 .3 1.100 .0 6.200 8.1 11.300 .7 16.400 .4 21.500 .3 1.200 .7 6.300 8.0 11.400 .6 16.500 .4 21.600 .3 1.300 9.5 6.400 7.9 11.500 .6 16.600 .4 21.700 .3 1.400 39.7 6.500 7.8 11.600 .6 16.700 .4 21.800 .3 1.500 80.9 6.600 7.7 11.700 .6 16.800 .4 21.900 .3 1.600 79.7 6.700 7.7 11.800 .6 16.900 .4 22.000 .3 1.700 58.0 6.800 7.6 11.900 .6 17.000 .4 22.100 .3 1.800 42.4 6.900 7.5 12.000 .6 17.100 .4 22.200 .3 1.900 34.7 7.000 7.4 12.100 .6 17.200 .4 22.300 .3 2.000 29.3 7.100 7.2 12.200 .6 17.300 .4 22.400 .3 2.100 25.1 7.200 7.1 12.300 .6 17.400 .4 22.500 .3 2.200 18.4 7.300 6.9 12.400 .6 17.500 .4 22.600 .3 2.300 14.4 7.400 6.8 12.500 .6 17.600 .4 22.700 .3 2.400 12.8 7.500 6.7 12.600 .6 17.700 .4 22.800 .3 2.500 12.0 7.600 6.5 12.700 .5 17.800 .4 22.900 .3 2.600 11.4 7.700 6.4 12.800 .5 17.900 .4 23.000 .3 2.700 11.0 7.800 6.3 12.900 .5 18.000 .4 23.100 .3 2.800 10.7 7.900 6.1 13.000 .5 18.100 .4 23.200 .3 2.900 10.5 8.000 5.9 13.100 .5 18.200 .4 23.300 .3 3.000 10.3 8.100 5.6 13.200 .5 18.300 .4 23.400 .3 3.100 10.2 8.200 5.2 13.300 .5 18.400 .4 23.500 .3 3.200 10.1 8.300 5.0 13.400 .5 18.500 .4 23.600 .3 3.300 10.1 8.400 4.7 13.500 .5 18.600 .4 23.700 .3 3.400 10.0 8.500 4.1 13.600 .5 18.700 .4 23.800 .3 3.500 9.9 8.600 2.8 13.700 .5 18.800 .4 23.900 .3 3.600 9.9 8.700 1.5 13.800 .5 18.900 .4 24.000 .3 3.700 9.8 8.800 1.3 13.900 .5 19.000 .4 24.100 .3 3.800 9.7 8.900 1.1 14.000 .5 19.100 .4 24.200 .2 3.900 9.7 9.000 1.0 14.100 .5 19.200 .4 24.300 .1 4.000 9.6 9.100 1.0 14.200 .5 19.300 .4 24.400 .0 4.100 9.5 9.200 .9 14.300 .5 19.400 .4 24.500 .0 4.200 9.5 9.300 .9 14.400 .5 19.500 .4 24.600 .0 4.300 9.4 9.400 .9 14.500 .5 19.600 .4 24.700 .0 4.400 9.3 9.500 .9 14.600 .5 19.700 .4 24.800 .0 4.500 9.3 9.600 .9 14.700 .5 19.800 .4 24.900 .0 4.600 9.2 9.700 .8 14.800 .5 19.900 .4 25.000 .0 4.700 9.2 9.800 .8 14.900 .5 20.000 .4 25.100 .0 4.800 9.1 9.900 .8 15.000 .5 20.100 .4 25.200 .0 4.900 9.0 10.000 .8 15.100 .4 20.200 .4 25.300 .0 5.000 9.0 10.100 .8 15.200 .5 20.300 .4 RUNOFF VOLUME = .66299 INCHES = 8.5693 ACRE-FEET PEAK DISCHARGE RATE = 80.93 CFS AT 1.500 HOURS BASIN AREA = .2424 SQ. MI. * * ADD HYD ID=59 HYD=A1TOA5 ID I=58 II=25 PRINT HYD ID=59 CODE=10 HYDROGRAPH FROM AREA A1TOA5 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 8.6 12.000 .8 18.000 .6 24.000 .5 1.000 .0 7.000 7.6 13.000 .7 19.000 .5 25.000 .0 2.000 37.9 8.000 6.2 14.000 .7 20.000 .5 3.000 10.8 9.000 1.3 15.000 .6 21.000 .5 4.000 9.8 10.000 1.0 16.000 .6 22.000 .5 5.000 9.2 11.000 .9 17.000 .6 23.000 .5 RUNOFF VOLUME = .74801 INCHES = 10.3983 ACRE-FEET PEAK DISCHARGE RATE = 118.48 CFS AT 1.500 HOURS BASIN AREA = .2607 SQ. MI. * * ************************************************************* DIVIDE HYD ID=59 Q=8.26 ID I=61 HYD NO=BYPASS.A5 ID II=62 HYD NO=SURGE.A5 PRINT HYD ID=61 CODE=10 HYDROGRAPH FROM AREA BYPASS.A5 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 8.3 12.000 .8 18.000 .6 24.000 .5 1.000 .0 7.000 7.6 13.000 .7 19.000 .5 25.000 .0 2.000 8.3 8.000 6.2 14.000 .7 20.000 .5 3.000 8.3 9.000 1.3 15.000 .6 21.000 .5 4.000 8.3 10.000 1.0 16.000 .6 22.000 .5 5.000 8.3 11.000 .9 17.000 .6 23.000 .5 RUNOFF VOLUME = .74801 INCHES = 5.6527 ACRE-FEET PEAK DISCHARGE RATE = 8.26 CFS AT 1.300 HOURS BASIN AREA = .1417 SQ. MI. PRINT HYD ID=62 CODE=10 HYDROGRAPH FROM AREA SURGE.A5 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 2.000 29.6 4.000 1.6 6.000 .3 1.000 .0 3.000 2.5 5.000 .9 RUNOFF VOLUME = .74801 INCHES = 4.7456 ACRE-FEET PEAK DISCHARGE RATE = 110.22 CFS AT 1.500 HOURS BASIN AREA = .1190 SQ. MI. ************************************************************* * * ROUTE RESERVOIR ID=60 HYD=POND.A5 INFLOW ID=62 CODE=5 OUTFLOW STORAGE DEPTH 0.0 0.0 5511 2.67 0.35 5512 3.78 1.03 5513 4.80 1.94 5514 5.74 3.15 5515 6.62 4.61 5516 * * * * * * * * * * * * * * * * * TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) .00 .00 5511.00 .000 .00 .50 .00 5511.00 .000 .00 1.00 .00 5511.00 .000 .00 1.50 110.22 5513.03 1.055 3.81 2.00 29.61 5515.22 3.471 5.93 2.50 4.96 5515.42 3.770 6.11 3.00 2.54 5515.35 3.660 6.05 3.50 1.95 5515.24 3.503 5.95 4.00 1.58 5515.12 3.332 5.85 4.50 1.26 5515.00 3.151 5.74 5.00 .95 5514.85 2.963 5.59 5.50 .62 5514.68 2.767 5.44 6.00 .31 5514.52 2.565 5.29 6.50 .00 5514.34 2.355 5.12 7.00 .00 5514.17 2.147 4.96 7.50 .00 5514.00 1.945 4.80 8.00 .00 5513.79 1.751 4.59 8.50 .00 5513.59 1.566 4.38 9.00 .00 5513.39 1.389 4.18 9.50 .00 5513.21 1.220 3.99 10.00 .00 5513.03 1.059 3.81 10.50 .00 5512.82 .906 3.58 11.00 .00 5512.61 .763 3.34 11.50 .00 5512.41 .629 3.13 12.00 .00 5512.23 .504 2.92 12.50 .00 5512.06 .388 2.73 13.00 .00 5511.81 .284 2.17 13.50 .00 5511.59 .207 1.58 14.00 .00 5511.43 .151 1.15 14.50 .00 5511.31 .110 .84 15.00 .00 5511.23 .080 .61 15.50 .00 5511.17 .059 .45 16.00 .00 5511.12 .043 .33 16.50 .00 5511.09 .031 .24 17.00 .00 5511.06 .023 .17 17.50 .00 5511.05 .017 .13 18.00 .00 5511.03 .012 .09 18.50 .00 5511.03 .009 .07 19.00 .00 5511.02 .006 .05 19.50 .00 5511.01 .005 .04 20.00 .00 5511.01 .003 .03 20.50 .00 5511.01 .003 .02 21.00 .00 5511.01 .002 .01 21.50 .00 5511.00 .001 .01 22.00 .00 5511.00 .001 .01 22.50 .00 5511.00 .001 .01 23.00 .00 5511.00 .001 .00 PEAK DISCHARGE = 6.116 CFS - PEAK OCCURS AT HOUR 2.40 MAXIMUM WATER SURFACE ELEVATION = 5515.428 MAXIMUM STORAGE = 3.7744 AC-FT INCREMENTAL TIME= .100000HRS PRINT HYD ID=60 CODE=10 HYDROGRAPH FROM AREA POND.A5 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 5.3 12.000 2.9 18.000 .1 24.000 .0 1.000 .0 7.000 5.0 13.000 2.2 19.000 .0 25.000 .0 2.000 5.9 8.000 4.6 14.000 1.2 20.000 .0 3.000 6.0 9.000 4.2 15.000 .6 21.000 .0 4.000 5.8 10.000 3.8 16.000 .3 22.000 .0 5.000 5.6 11.000 3.3 17.000 .2 23.000 .0 RUNOFF VOLUME = .74801 INCHES = 4.7456 ACRE-FEET PEAK DISCHARGE RATE = 6.12 CFS AT 2.400 HOURS BASIN AREA = .1190 SQ. MI. * * ADD HYD ID=59 HYD=TOTALA5 ID I=61 II=60 PRINT HYD ID=59 CODE=10 HYDROGRAPH FROM AREA TOTALA5 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 13.5 12.000 3.7 18.000 .6 24.000 .5 1.000 .0 7.000 12.6 13.000 2.9 19.000 .6 25.000 .0 2.000 14.2 8.000 10.8 14.000 1.8 20.000 .5 3.000 14.3 9.000 5.5 15.000 1.3 21.000 .5 4.000 14.1 10.000 4.9 16.000 .9 22.000 .5 5.000 13.9 11.000 4.3 17.000 .8 23.000 .5 RUNOFF VOLUME = .74800 INCHES = 10.3982 ACRE-FEET PEAK DISCHARGE RATE = 14.38 CFS AT 2.400 HOURS BASIN AREA = .2607 SQ. MI. * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.013 DIA=2.0 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .10 .06 .14 .89 .21 .17 .59 1.22 .31 .31 1.37 1.45 .42 .47 2.46 1.62 .52 .65 3.83 1.76 .63 .84 5.47 1.85 .73 1.04 7.33 1.93 .83 1.24 9.37 1.97 .94 1.45 11.55 2.00 1.04 1.66 13.83 2.00 1.15 1.86 16.14 2.00 1.25 2.07 18.44 2.00 1.35 2.27 20.67 2.00 1.46 2.46 22.76 2.00 1.56 2.63 24.62 2.00 1.67 2.80 26.18 2.00 1.77 2.94 27.29 2.00 1.88 3.06 27.75 2.00 2.00 3.14 27.75 2.00 ROUTE MCUNGE ID=61 HYD=RTE.A4 INFLOW ID=24 DT=0.0 L=900 NS=0 SLOPE=0.013 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 INFLOW END= 249 TABLE PTS= 19 DT= .100000 QMED= 13.20 CKMED= 10.9126 WIDTH MED= 2.00 NREACH= 1 DX= 900.00 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .157 .0 2.50 1.02 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .10 .1 .1 .115 .9 3.56 2.17 1.426 .004 .997 .177 -.174 .0 1.000 .028 -.027 .21 .2 .6 .074 1.2 4.92 3.38 1.968 .008 .994 .328 -.322 .3 .995 .242 -.237 .31 .3 1.4 .057 1.5 6.23 4.35 2.492 .013 .993 .429 -.422 .9 .993 .383 -.376 .42 .5 2.5 .048 1.6 7.33 5.18 2.933 .018 .991 .494 -.485 1.9 .992 .464 -.456 .52 .7 3.8 .042 1.8 8.27 5.89 3.309 .023 .990 .538 -.528 3.1 .990 .518 -.508 .63 .8 5.5 .038 1.9 9.07 6.52 3.628 .028 .988 .570 -.559 4.6 .989 .556 -.545 .73 1.0 7.3 .035 1.9 9.74 7.07 3.897 .033 .986 .594 -.581 6.4 .987 .584 -.571 .83 1.2 9.4 .033 2.0 10.29 7.56 4.118 .039 .985 .612 -.597 8.3 .986 .605 -.590 .94 1.4 11.6 .031 2.0 10.73 7.98 4.290 .046 .983 .625 -.608 10.4 .984 .620 -.604 1.04 1.7 13.8 .030 2.0 11.03 8.35 4.411 .054 .980 .634 -.614 12.7 .982 .631 -.612 1.15 1.9 16.1 .029 2.0 11.10 8.67 4.439 .062 .977 .636 -.614 15.0 .979 .636 -.615 1.25 2.1 18.4 .028 2.0 10.89 8.92 4.356 .072 .973 .632 -.605 17.3 .976 .635 -.611 1.35 2.3 20.7 .027 2.0 10.37 9.12 4.150 .085 .967 .618 -.585 19.6 .971 .626 -.597 1.46 2.5 22.8 .027 2.0 9.51 9.27 3.804 .102 .958 .592 -.551 21.7 .964 .608 -.571 1.56 2.6 24.6 .027 2.0 8.23 9.35 3.291 .128 .942 .547 -.489 23.7 .952 .574 -.526 1.67 2.8 26.2 .027 2.0 6.41 9.35 2.562 .175 .907 .465 -.371 25.4 .929 .515 -.445 1.77 2.9 27.3 .027 2.0 3.75 9.27 1.501 .311 .779 .289 -.068 26.7 .872 .402 -.274 1.88 3.1 27.7 .028 2.0 2.14 9.07 .855 .555 .540 .170 .290 27.5 .555 .171 .274 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 4 OCCURRED 1 TIMES. AVERAGE NUMBER ITERATIONS = 1.0543 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .157 .0 2.50 1.02 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .10 .1 .1 .115 .9 2.51 2.17 1.005 .005 .995 .005 .000 .0 .998 .002 .000 .21 .2 .6 .074 1.2 2.54 3.38 1.016 .016 .984 .016 .000 .3 .990 .010 .000 .31 .3 1.4 .057 1.5 2.58 4.35 1.031 .031 .970 .030 .000 .9 .977 .023 .000 .42 .5 2.5 .048 1.6 2.62 5.18 1.049 .049 .953 .047 .000 1.9 .961 .039 .000 .52 .7 3.8 .042 1.8 2.67 5.89 1.070 .070 .935 .065 .000 3.1 .944 .056 .000 .63 .8 5.5 .038 1.9 2.73 6.52 1.092 .092 .915 .085 .000 4.6 .925 .075 .000 .73 1.0 7.3 .035 1.9 2.79 7.07 1.117 .117 .896 .104 .000 6.4 .905 .095 .000 .83 1.2 9.4 .033 2.0 2.86 7.56 1.142 .142 .875 .125 .000 8.3 .885 .115 .000 .94 1.4 11.6 .031 2.0 2.92 7.98 1.169 .169 .855 .145 .000 10.4 .865 .135 .000 1.04 1.7 13.8 .030 2.0 2.99 8.35 1.197 .197 .835 .165 .000 12.7 .845 .155 .000 1.15 1.9 16.1 .029 2.0 3.06 8.67 1.225 .225 .816 .184 .000 15.0 .826 .174 .000 1.25 2.1 18.4 .028 2.0 3.13 8.92 1.252 .252 .799 .201 .000 17.3 .807 .193 .000 1.35 2.3 20.7 .027 2.0 3.19 9.12 1.277 .277 .783 .217 .000 19.6 .791 .209 .000 1.46 2.5 22.8 .027 2.0 3.25 9.27 1.299 .299 .770 .230 .000 21.7 .776 .224 .000 1.56 2.6 24.6 .027 2.0 3.30 9.35 1.319 .319 .758 .242 .000 23.7 .764 .236 .000 1.67 2.8 26.2 .027 2.0 3.34 9.35 1.335 .335 .749 .251 .000 25.4 .753 .247 .000 1.77 2.9 27.3 .027 2.0 3.37 9.27 1.346 .346 .743 .257 .000 26.7 .746 .254 .000 1.88 3.1 27.7 .028 2.0 2.14 9.07 .855 .555 .540 .170 .290 27.5 .555 .171 .274 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 3 OCCURRED 5 TIMES. AVERAGE NUMBER ITERATIONS = 1.0407 Equations solved with two passes: first using the Ponce correction to C1, second using the Fread correction to C1, C2 and C3 * PRINT HYD ID=61 CODE=0 HYDROGRAPH FROM AREA RTE.A4 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.100 .2 10.200 .2 15.300 .2 20.400 .1 .100 .0 5.200 .2 10.300 .2 15.400 .2 20.500 .1 .200 .0 5.300 .2 10.400 .2 15.500 .2 20.600 .1 .300 .0 5.400 .2 10.500 .2 15.600 .2 20.700 .1 .400 .0 5.500 .2 10.600 .2 15.700 .2 20.800 .1 .500 .0 5.600 .2 10.700 .2 15.800 .2 20.900 .1 .600 .0 5.700 .2 10.800 .2 15.900 .2 21.000 .1 .700 .0 5.800 .2 10.900 .2 16.000 .2 21.100 .1 .800 .0 5.900 .2 11.000 .2 16.100 .2 21.200 .1 .900 .0 6.000 .2 11.100 .2 16.200 .2 21.300 .1 1.000 .0 6.100 .2 11.200 .2 16.300 .2 21.400 .1 1.100 .0 6.200 .2 11.300 .2 16.400 .1 21.500 .1 1.200 .2 6.300 .2 11.400 .2 16.500 .1 21.600 .1 1.300 3.0 6.400 .3 11.500 .2 16.600 .1 21.700 .1 1.400 11.8 6.500 .2 11.600 .2 16.700 .1 21.800 .1 1.500 24.6 6.600 .2 11.700 .2 16.800 .1 21.900 .1 1.600 24.5 6.700 .2 11.800 .2 16.900 .1 22.000 .1 1.700 17.1 6.800 .2 11.900 .2 17.000 .1 22.100 .1 1.800 12.1 6.900 .2 12.000 .2 17.100 .1 22.200 .1 1.900 9.6 7.000 .2 12.100 .2 17.200 .1 22.300 .1 2.000 7.9 7.100 .2 12.200 .2 17.300 .1 22.400 .1 2.100 6.4 7.200 .2 12.300 .2 17.400 .1 22.500 .1 2.200 3.9 7.300 .2 12.400 .2 17.500 .1 22.600 .1 2.300 2.2 7.400 .2 12.500 .2 17.600 .1 22.700 .1 2.400 1.5 7.500 .2 12.600 .2 17.700 .1 22.800 .1 2.500 1.1 7.600 .2 12.700 .2 17.800 .1 22.900 .1 2.600 .9 7.700 .2 12.800 .2 17.900 .1 23.000 .1 2.700 .7 7.800 .2 12.900 .2 18.000 .1 23.100 .1 2.800 .6 7.900 .2 13.000 .2 18.100 .1 23.200 .1 2.900 .5 8.000 .2 13.100 .2 18.200 .1 23.300 .1 3.000 .4 8.100 .2 13.200 .2 18.300 .1 23.400 .1 3.100 .4 8.200 .2 13.300 .2 18.400 .1 23.500 .1 3.200 .3 8.300 .2 13.400 .2 18.500 .1 23.600 .1 3.300 .3 8.400 .2 13.500 .2 18.600 .1 23.700 .1 3.400 .3 8.500 .2 13.600 .2 18.700 .1 23.800 .1 3.500 .2 8.600 .2 13.700 .2 18.800 .1 23.900 .1 3.600 .2 8.700 .2 13.800 .2 18.900 .1 24.000 .1 3.700 .2 8.800 .2 13.900 .2 19.000 .1 24.100 .1 3.800 .2 8.900 .2 14.000 .2 19.100 .1 24.200 .1 3.900 .2 9.000 .2 14.100 .2 19.200 .1 24.300 .0 4.000 .2 9.100 .2 14.200 .2 19.300 .1 24.400 .0 4.100 .2 9.200 .2 14.300 .2 19.400 .1 24.500 .0 4.200 .2 9.300 .2 14.400 .2 19.500 .1 24.600 .0 4.300 .2 9.400 .2 14.500 .2 19.600 .1 24.700 .0 4.400 .2 9.500 .2 14.600 .2 19.700 .1 24.800 .0 4.500 .2 9.600 .2 14.700 .2 19.800 .1 24.900 .0 4.600 .2 9.700 .2 14.800 .2 19.900 .1 25.000 .0 4.700 .2 9.800 .2 14.900 .2 20.000 .1 25.100 .0 4.800 .2 9.900 .2 15.000 .2 20.100 .1 4.900 .2 10.000 .2 15.100 .2 20.200 .1 5.000 .2 10.100 .2 15.200 .2 20.300 .1 RUNOFF VOLUME = 2.16943 INCHES = 1.3722 ACRE-FEET PEAK DISCHARGE RATE = 24.62 CFS AT 1.500 HOURS BASIN AREA = .0119 SQ. MI. * * ADD HYD ID=62 HYD=RTE.A4.A6 ID I=61 II=26 PRINT HYD ID=62 CODE=10 HYDROGRAPH FROM AREA RTE.A4.A6 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 .6 12.000 .5 18.000 .4 24.000 .3 1.000 .0 7.000 .6 13.000 .5 19.000 .4 25.000 .0 2.000 19.7 8.000 .6 14.000 .4 20.000 .3 3.000 1.0 9.000 .6 15.000 .4 21.000 .3 4.000 .5 10.000 .5 16.000 .4 22.000 .3 5.000 .5 11.000 .5 17.000 .4 23.000 .3 RUNOFF VOLUME = 1.92024 INCHES = 3.9306 ACRE-FEET PEAK DISCHARGE RATE = 78.06 CFS AT 1.500 HOURS BASIN AREA = .0384 SQ. MI. * * ADD HYD ID=63 HYD=RTEA4A6.PONDA5 ID I=62 II=59 PRINT HYD ID=63 CODE=10 HYDROGRAPH FROM AREA RTEA4A6.PONDA5 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 14.2 12.000 4.2 18.000 1.0 24.000 .8 1.000 .0 7.000 13.2 13.000 3.4 19.000 .9 25.000 .0 2.000 33.9 8.000 11.4 14.000 2.3 20.000 .9 3.000 15.3 9.000 6.0 15.000 1.7 21.000 .9 4.000 14.6 10.000 5.4 16.000 1.3 22.000 .8 5.000 14.4 11.000 4.8 17.000 1.1 23.000 .8 RUNOFF VOLUME = .89846 INCHES = 14.3287 ACRE-FEET PEAK DISCHARGE RATE = 90.13 CFS AT 1.500 HOURS BASIN AREA = .2990 SQ. MI. * * ************************************************************* DIVIDE HYD ID=63 Q=8.26 ID I=61 HYD NO=BYPASS.A6 ID II=62 HYD NO=SURGE.A6 PRINT HYD ID=61 CODE=10 HYDROGRAPH FROM AREA BYPASS.A6 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 8.3 12.000 4.2 18.000 1.0 24.000 .8 1.000 .0 7.000 8.3 13.000 3.4 19.000 .9 25.000 .0 2.000 8.3 8.000 8.3 14.000 2.3 20.000 .9 3.000 8.3 9.000 6.0 15.000 1.7 21.000 .9 4.000 8.3 10.000 5.4 16.000 1.3 22.000 .8 5.000 8.3 11.000 4.8 17.000 1.1 23.000 .8 RUNOFF VOLUME = .89846 INCHES = 8.0280 ACRE-FEET PEAK DISCHARGE RATE = 8.26 CFS AT 1.300 HOURS BASIN AREA = .1675 SQ. MI. PRINT HYD ID=62 CODE=10 HYDROGRAPH FROM AREA SURGE.A6 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 2.000 25.6 4.000 6.4 6.000 5.9 8.000 3.1 1.000 .0 3.000 7.1 5.000 6.1 7.000 5.0 RUNOFF VOLUME = .89846 INCHES = 6.3008 ACRE-FEET PEAK DISCHARGE RATE = 81.87 CFS AT 1.500 HOURS BASIN AREA = .1315 SQ. MI. ************************************************************* * * ROUTE RESERVOIR ID=64 HYD=POND.A6 INFLOW ID=62 CODE=5 OUTFLOW STORAGE DEPTH 0 0 5500 2.67 0.30 5501 3.78 0.85 5502 4.80 1.57 5503 5.74 2.47 5504 6.62 3.52 5505 7.46 4.72 5506 20.0 6.06 5507 * * * * * * * * * * * * * * * * * TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) .00 .00 5500.00 .000 .00 .50 .00 5500.00 .000 .00 1.00 .00 5500.00 .000 .00 1.50 81.87 5502.15 .959 3.93 2.00 25.62 5504.19 2.668 5.91 2.50 8.93 5504.51 3.010 6.19 3.00 7.09 5504.58 3.075 6.25 3.50 6.59 5504.60 3.097 6.27 4.00 6.38 5504.61 3.106 6.27 4.50 6.25 5504.61 3.107 6.27 5.00 6.12 5504.60 3.104 6.27 5.50 6.01 5504.60 3.095 6.26 6.00 5.90 5504.58 3.083 6.25 6.50 5.66 5504.57 3.066 6.24 7.00 4.98 5504.53 3.029 6.21 7.50 4.10 5504.47 2.961 6.15 8.00 3.09 5504.37 2.859 6.07 8.50 1.10 5504.22 2.700 5.93 9.00 .00 5503.99 2.464 5.73 9.50 .00 5503.74 2.232 5.49 10.00 .00 5503.49 2.010 5.26 10.50 .00 5503.25 1.797 5.04 11.00 .00 5503.03 1.593 4.82 11.50 .00 5502.76 1.399 4.56 12.00 .00 5502.51 1.216 4.30 12.50 .00 5502.27 1.044 4.05 13.00 .00 5502.04 .881 3.82 13.50 .00 5501.78 .729 3.54 14.00 .00 5501.52 .589 3.25 14.50 .00 5501.29 .460 2.99 15.00 .00 5501.07 .341 2.75 15.50 .00 5500.79 .238 2.12 16.00 .00 5500.55 .164 1.46 16.50 .00 5500.38 .114 1.01 17.00 .00 5500.26 .079 .70 17.50 .00 5500.18 .055 .49 18.00 .00 5500.13 .038 .34 18.50 .00 5500.09 .026 .23 19.00 .00 5500.06 .018 .16 19.50 .00 5500.04 .013 .11 20.00 .00 5500.03 .009 .08 20.50 .00 5500.02 .006 .05 21.00 .00 5500.01 .004 .04 21.50 .00 5500.01 .003 .03 22.00 .00 5500.01 .002 .02 22.50 .00 5500.00 .001 .01 23.00 .00 5500.00 .001 .01 23.50 .00 5500.00 .001 .01 24.00 .00 5500.00 .000 .00 PEAK DISCHARGE = 6.274 CFS - PEAK OCCURS AT HOUR 4.40 MAXIMUM WATER SURFACE ELEVATION = 5504.607 MAXIMUM STORAGE = 3.1075 AC-FT INCREMENTAL TIME= .100000HRS * PRINT HYD ID=64 CODE=10 HYDROGRAPH FROM AREA POND.A6 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 6.3 12.000 4.3 18.000 .3 24.000 .0 1.000 .0 7.000 6.2 13.000 3.8 19.000 .2 25.000 .0 2.000 5.9 8.000 6.1 14.000 3.3 20.000 .1 3.000 6.2 9.000 5.7 15.000 2.8 21.000 .0 4.000 6.3 10.000 5.3 16.000 1.5 22.000 .0 5.000 6.3 11.000 4.8 17.000 .7 23.000 .0 RUNOFF VOLUME = .89846 INCHES = 6.3008 ACRE-FEET PEAK DISCHARGE RATE = 6.27 CFS AT 4.400 HOURS BASIN AREA = .1315 SQ. MI. * * ADD HYD ID=66 HYD=TOTALA6 ID I=61 II=64 PRINT HYD ID=66 CODE=10 HYDROGRAPH FROM AREA TOTALA6 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 14.5 12.000 8.5 18.000 1.4 24.000 .8 1.000 .0 7.000 14.5 13.000 7.2 19.000 1.1 25.000 .0 2.000 14.2 8.000 14.3 14.000 5.5 20.000 1.0 3.000 14.5 9.000 11.8 15.000 4.4 21.000 .9 4.000 14.5 10.000 10.6 16.000 2.8 22.000 .8 5.000 14.5 11.000 9.6 17.000 1.8 23.000 .8 RUNOFF VOLUME = .89845 INCHES = 14.3286 ACRE-FEET PEAK DISCHARGE RATE = 14.53 CFS AT 4.400 HOURS BASIN AREA = .2990 SQ. MI. * * ADD HYD ID=65 HYD=PONDA6.A7 ID I=66 II=27 PRINT HYD ID=65 CODE=10 HYDROGRAPH FROM AREA PONDA6.A7 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 14.7 12.000 8.7 18.000 1.5 24.000 .9 1.000 .0 7.000 14.7 13.000 7.3 19.000 1.2 25.000 .0 2.000 19.6 8.000 14.5 14.000 5.7 20.000 1.1 3.000 14.8 9.000 11.9 15.000 4.5 21.000 1.0 4.000 14.7 10.000 10.8 16.000 2.9 22.000 .9 5.000 14.7 11.000 9.7 17.000 2.0 23.000 .9 RUNOFF VOLUME = .93669 INCHES = 15.4656 ACRE-FEET PEAK DISCHARGE RATE = 34.71 CFS AT 1.500 HOURS BASIN AREA = .3096 SQ. MI. * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.021 DIA=2.0 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .10 .06 .17 .89 .21 .17 .75 1.22 .31 .31 1.74 1.45 .42 .47 3.12 1.62 .52 .65 4.87 1.76 .63 .84 6.95 1.85 .73 1.04 9.32 1.93 .83 1.24 11.91 1.97 .94 1.45 14.68 2.00 1.04 1.66 17.57 2.00 1.15 1.86 20.51 2.00 1.25 2.07 23.44 2.00 1.35 2.27 26.27 2.00 1.46 2.46 28.92 2.00 1.56 2.63 31.30 2.00 1.67 2.80 33.27 2.00 1.77 2.94 34.68 2.00 1.88 3.06 35.26 2.00 2.00 3.14 35.26 2.00 ROUTE MCUNGE ID=66 HYD=RTE.A6.A7 INFLOW ID=65 DT=0.0 L=520 NS=0 SLOPE=0.021 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 ZERO VALUE HYDROGRAPH OR SHORT ROUTE - ROUTING BYPASSED * PRINT HYD ID=66 CODE=0 HYDROGRAPH FROM AREA RTE.A6.A7 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.200 14.7 10.400 10.4 15.600 3.5 20.800 1.0 .100 .0 5.300 14.7 10.500 10.2 15.700 3.4 20.900 1.0 .200 .0 5.400 14.7 10.600 10.1 15.800 3.2 21.000 1.0 .300 .0 5.500 14.7 10.700 10.0 15.900 3.1 21.100 1.0 .400 .0 5.600 14.7 10.800 9.9 16.000 2.9 21.200 1.0 .500 .0 5.700 14.7 10.900 9.8 16.100 2.8 21.300 1.0 .600 .0 5.800 14.7 11.000 9.7 16.200 2.7 21.400 1.0 .700 .0 5.900 14.7 11.100 9.6 16.300 2.6 21.500 1.0 .800 .0 6.000 14.7 11.200 9.5 16.400 2.5 21.600 .9 .900 .0 6.100 14.7 11.300 9.4 16.500 2.4 21.700 .9 1.000 .0 6.200 14.7 11.400 9.3 16.600 2.3 21.800 .9 1.100 .6 6.300 14.7 11.500 9.2 16.700 2.2 21.900 .9 1.200 10.2 6.400 14.7 11.600 9.1 16.800 2.1 22.000 .9 1.300 16.5 6.500 14.7 11.700 9.0 16.900 2.0 22.100 .9 1.400 31.3 6.600 14.7 11.800 8.9 17.000 2.0 22.200 .9 1.500 34.7 6.700 14.7 11.900 8.8 17.100 1.9 22.300 .9 1.600 28.6 6.800 14.7 12.000 8.7 17.200 1.8 22.400 .9 1.700 24.0 6.900 14.7 12.100 8.6 17.300 1.8 22.500 .9 1.800 21.9 7.000 14.7 12.200 8.5 17.400 1.7 22.600 .9 1.900 20.6 7.100 14.6 12.300 8.4 17.500 1.7 22.700 .9 2.000 19.6 7.200 14.6 12.400 8.3 17.600 1.6 22.800 .9 2.100 17.5 7.300 14.6 12.500 8.2 17.700 1.6 22.900 .9 2.200 16.2 7.400 14.6 12.600 8.1 17.800 1.5 23.000 .9 2.300 15.7 7.500 14.6 12.700 7.9 17.900 1.5 23.100 .9 2.400 15.4 7.600 14.6 12.800 7.7 18.000 1.5 23.200 .9 2.500 15.2 7.700 14.6 12.900 7.5 18.100 1.4 23.300 .9 2.600 15.1 7.800 14.5 13.000 7.3 18.200 1.4 23.400 .9 2.700 15.0 7.900 14.5 13.100 7.1 18.300 1.4 23.500 .9 2.800 14.9 8.000 14.5 13.200 6.9 18.400 1.3 23.600 .9 2.900 14.8 8.100 14.5 13.300 6.8 18.500 1.3 23.700 .9 3.000 14.8 8.200 14.5 13.400 6.6 18.600 1.3 23.800 .9 3.100 14.8 8.300 14.4 13.500 6.4 18.700 1.3 23.900 .9 3.200 14.7 8.400 14.4 13.600 6.2 18.800 1.2 24.000 .9 3.300 14.7 8.500 14.4 13.700 6.1 18.900 1.2 24.100 .7 3.400 14.7 8.600 14.0 13.800 5.9 19.000 1.2 24.200 .3 3.500 14.7 8.700 12.7 13.900 5.8 19.100 1.2 24.300 .1 3.600 14.7 8.800 12.4 14.000 5.7 19.200 1.2 24.400 .1 3.700 14.7 8.900 12.0 14.100 5.5 19.300 1.2 24.500 .1 3.800 14.7 9.000 11.9 14.200 5.4 19.400 1.1 24.600 .0 3.900 14.7 9.100 11.8 14.300 5.3 19.500 1.1 24.700 .0 4.000 14.7 9.200 11.7 14.400 5.2 19.600 1.1 24.800 .0 4.100 14.7 9.300 11.5 14.500 5.1 19.700 1.1 24.900 .0 4.200 14.7 9.400 11.4 14.600 5.0 19.800 1.1 25.000 .0 4.300 14.7 9.500 11.3 14.700 4.8 19.900 1.1 25.100 .0 4.400 14.7 9.600 11.2 14.800 4.7 20.000 1.1 25.200 .0 4.500 14.7 9.700 11.1 14.900 4.6 20.100 1.1 25.300 .0 4.600 14.7 9.800 11.0 15.000 4.5 20.200 1.0 25.400 .0 4.700 14.7 9.900 10.9 15.100 4.5 20.300 1.0 25.500 .0 4.800 14.7 10.000 10.8 15.200 4.4 20.400 1.0 25.600 .0 4.900 14.7 10.100 10.7 15.300 4.1 20.500 1.0 25.700 .0 5.000 14.7 10.200 10.6 15.400 3.9 20.600 1.0 25.800 .0 5.100 14.7 10.300 10.5 15.500 3.7 20.700 1.0 25.900 .0 RUNOFF VOLUME = .93669 INCHES = 15.4656 ACRE-FEET PEAK DISCHARGE RATE = 34.71 CFS AT 1.500 HOURS BASIN AREA = .3096 SQ. MI. * * COMPUTE NM HYD ID=25 HYD NO=BASIN.D1 DA=.01816 SQ MI %A=0 %B=19.0 %C=19.0 %D=62.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 44.552 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .011259 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 18.390 CFS UNIT VOLUME = 1.006 B = 354.44 P60 = 1.8400 AREA = .006901 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=25 CODE=10 HYDROGRAPH FROM AREA BASIN.D1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .2 10.000 .2 15.000 .2 20.000 .1 1.000 .0 6.000 .3 11.000 .2 16.000 .2 21.000 .1 2.000 8.1 7.000 .3 12.000 .2 17.000 .2 22.000 .1 3.000 .4 8.000 .3 13.000 .2 18.000 .2 23.000 .1 4.000 .2 9.000 .2 14.000 .2 19.000 .2 24.000 .1 RUNOFF VOLUME = 1.80886 INCHES = 1.7519 ACRE-FEET PEAK DISCHARGE RATE = 36.60 CFS AT 1.500 HOURS BASIN AREA = .0182 SQ. MI. * ADD HYD ID=67 HYD=A6.A7.D1 ID I=66 II=25 PRINT HYD ID=67 CODE=10 HYDROGRAPH FROM AREA A6.A7.D1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 15.0 12.000 8.9 18.000 1.6 24.000 1.0 1.000 .0 7.000 14.9 13.000 7.5 19.000 1.4 25.000 .0 2.000 27.6 8.000 14.8 14.000 5.8 20.000 1.2 3.000 15.2 9.000 12.2 15.000 4.7 21.000 1.1 4.000 14.9 10.000 11.0 16.000 3.1 22.000 1.1 5.000 14.9 11.000 9.9 17.000 2.1 23.000 1.0 RUNOFF VOLUME = .98502 INCHES = 17.2175 ACRE-FEET PEAK DISCHARGE RATE = 71.31 CFS AT 1.500 HOURS BASIN AREA = .3277 SQ. MI. * * ************************************************************* DIVIDE HYD ID=67 Q=11.07 ID I=61 HYD NO=BYPASS.AD1 ID II=62 HYD NO=SURGE.D1 PRINT HYD ID=61 CODE=10 HYDROGRAPH FROM AREA BYPASS.AD1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 11.1 12.000 8.9 18.000 1.6 24.000 1.0 1.000 .0 7.000 11.1 13.000 7.5 19.000 1.4 25.000 .0 2.000 11.1 8.000 11.1 14.000 5.8 20.000 1.2 3.000 11.1 9.000 11.1 15.000 4.7 21.000 1.1 4.000 11.1 10.000 11.0 16.000 3.1 22.000 1.1 5.000 11.1 11.000 9.9 17.000 2.1 23.000 1.0 RUNOFF VOLUME = .98502 INCHES = 12.7010 ACRE-FEET PEAK DISCHARGE RATE = 11.07 CFS AT 1.200 HOURS BASIN AREA = .2418 SQ. MI. PRINT HYD ID=62 CODE=10 HYDROGRAPH FROM AREA SURGE.D1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 2.000 16.6 4.000 3.8 6.000 3.9 8.000 3.7 1.000 .0 3.000 4.2 5.000 3.8 7.000 3.9 9.000 1.1 RUNOFF VOLUME = .98502 INCHES = 4.5165 ACRE-FEET PEAK DISCHARGE RATE = 60.24 CFS AT 1.500 HOURS BASIN AREA = .0860 SQ. MI. ************************************************************* * * ROUTE RESERVOIR ID=68 HYD=POND.D1 INFLOW ID=62 CODE=6.3 OUTFLOW STORAGE DEPTH 0 0 5471 5.20 2.47 5472 6.60 3.52 5473 7.90 4.72 5474 18.0 6.06 5475 * * * * * * * * * * * * * * * * * TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) .00 .00 5471.00 .000 .00 .60 .00 5471.00 .000 .00 1.20 2.03 5471.00 .008 .02 1.80 23.44 5471.69 1.696 3.57 2.40 5.80 5471.86 2.120 4.46 3.00 4.16 5471.86 2.132 4.49 3.60 3.89 5471.85 2.108 4.44 4.20 3.83 5471.84 2.081 4.38 4.80 3.84 5471.83 2.055 4.33 5.40 3.86 5471.82 2.032 4.28 6.00 3.89 5471.82 2.014 4.24 6.60 3.90 5471.81 1.998 4.21 7.20 3.83 5471.80 1.982 4.17 7.80 3.73 5471.79 1.963 4.13 8.40 3.58 5471.79 1.941 4.09 9.00 1.10 5471.75 1.855 3.90 9.60 .37 5471.69 1.704 3.59 10.20 .00 5471.62 1.540 3.24 10.80 .00 5471.56 1.387 2.92 11.40 .00 5471.51 1.250 2.63 12.00 .00 5471.46 1.126 2.37 12.60 .00 5471.41 1.014 2.14 13.20 .00 5471.37 .914 1.92 13.80 .00 5471.33 .823 1.73 14.40 .00 5471.30 .742 1.56 15.00 .00 5471.27 .668 1.41 15.60 .00 5471.24 .602 1.27 16.20 .00 5471.22 .542 1.14 16.80 .00 5471.20 .488 1.03 17.40 .00 5471.18 .440 .93 18.00 .00 5471.16 .396 .83 18.60 .00 5471.14 .357 .75 19.20 .00 5471.13 .322 .68 19.80 .00 5471.12 .290 .61 20.40 .00 5471.11 .261 .55 21.00 .00 5471.10 .235 .50 21.60 .00 5471.09 .212 .45 22.20 .00 5471.08 .191 .40 22.80 .00 5471.07 .172 .36 23.40 .00 5471.06 .155 .33 24.00 .00 5471.06 .140 .29 24.60 .00 5471.05 .126 .26 25.20 .00 5471.05 .113 .24 25.80 .00 5471.04 .102 .21 26.40 .00 5471.04 .092 .19 27.00 .00 5471.03 .083 .17 27.60 .00 5471.03 .075 .16 28.20 .00 5471.03 .067 .14 28.80 .00 5471.02 .061 .13 29.40 .00 5471.02 .055 .11 30.00 .00 5471.02 .049 .10 30.60 .00 5471.02 .044 .09 31.20 .00 5471.02 .040 .08 31.80 .00 5471.01 .036 .08 32.40 .00 5471.01 .032 .07 33.00 .00 5471.01 .029 .06 TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) 33.60 .00 5471.01 .026 .06 34.20 .00 5471.01 .024 .05 34.80 .00 5471.01 .021 .04 35.40 .00 5471.01 .019 .04 36.00 .00 5471.01 .017 .04 36.60 .00 5471.01 .016 .03 37.20 .00 5471.01 .014 .03 37.80 .00 5471.00 .013 .03 38.40 .00 5471.00 .011 .02 39.00 .00 5471.00 .010 .02 39.60 .00 5471.00 .009 .02 40.20 .00 5471.00 .008 .02 40.80 .00 5471.00 .008 .02 41.40 .00 5471.00 .007 .01 42.00 .00 5471.00 .006 .01 42.60 .00 5471.00 .005 .01 43.20 .00 5471.00 .005 .01 43.80 .00 5471.00 .004 .01 44.40 .00 5471.00 .004 .01 45.00 .00 5471.00 .004 .01 45.60 .00 5471.00 .003 .01 46.20 .00 5471.00 .003 .01 46.80 .00 5471.00 .003 .01 47.40 .00 5471.00 .002 .01 48.00 .00 5471.00 .002 .00 PEAK DISCHARGE = 4.495 CFS - PEAK OCCURS AT HOUR 2.70 MAXIMUM WATER SURFACE ELEVATION = 5471.864 MAXIMUM STORAGE = 2.1353 AC-FT INCREMENTAL TIME= .300000HRS PRINT HYD ID=68 CODE=10 HYDROGRAPH FROM AREA POND.D1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 2.4 24.000 .3 36.000 .0 48.000 .0 3.000 4.5 15.000 1.4 27.000 .2 39.000 .0 51.000 .0 6.000 4.2 18.000 .8 30.000 .1 42.000 .0 54.000 .0 9.000 3.9 21.000 .5 33.000 .1 45.000 .0 RUNOFF VOLUME = .98529 INCHES = 4.5177 ACRE-FEET PEAK DISCHARGE RATE = 4.50 CFS AT 2.700 HOURS BASIN AREA = .0860 SQ. MI. * * ADD HYD ID=67 HYD=TOTALD1 ID I=61 II=68 PRINT HYD ID=67 CODE=10 HYDROGRAPH FROM AREA TOTALD1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 11.2 24.000 1.3 36.000 .0 48.000 .0 1.000 .0 13.000 9.5 25.000 .3 37.000 .0 49.000 .0 2.000 15.1 14.000 7.5 26.000 .2 38.000 .0 50.000 .0 3.000 15.6 15.000 6.1 27.000 .2 39.000 .0 51.000 .0 4.000 15.5 16.000 4.3 28.000 .1 40.000 .0 52.000 .0 5.000 15.4 17.000 3.1 29.000 .1 41.000 .0 53.000 .0 6.000 15.3 18.000 2.5 30.000 .1 42.000 .0 54.000 .0 7.000 15.3 19.000 2.1 31.000 .1 43.000 .0 55.000 .0 8.000 15.2 20.000 1.8 32.000 .1 44.000 .0 56.000 .0 9.000 15.0 21.000 1.6 33.000 .1 45.000 .0 10.000 14.4 22.000 1.5 34.000 .1 46.000 .0 11.000 12.8 23.000 1.4 35.000 .0 47.000 .0 RUNOFF VOLUME = .98506 INCHES = 17.2182 ACRE-FEET PEAK DISCHARGE RATE = 15.57 CFS AT 2.700 HOURS BASIN AREA = .3277 SQ. MI. * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.018 DIA=2.0 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .10 .06 .16 .89 .21 .17 .69 1.22 .31 .31 1.61 1.45 .42 .47 2.89 1.62 .52 .65 4.51 1.76 .63 .84 6.44 1.85 .73 1.04 8.62 1.93 .83 1.24 11.03 1.97 .94 1.45 13.59 2.00 1.04 1.66 16.27 2.00 1.15 1.86 18.99 2.00 1.25 2.07 21.70 2.00 1.35 2.27 24.32 2.00 1.46 2.46 26.78 2.00 1.56 2.63 28.98 2.00 1.67 2.80 30.80 2.00 1.77 2.94 32.11 2.00 1.88 3.06 32.65 2.00 2.00 3.14 32.65 2.00 ROUTE MCUNGE ID=69 HYD=RTE.D1 INFLOW ID=67 DT=0.0 L=1470 NS=0 SLOPE=0.018 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 INFLOW END= 565 TABLE PTS= 19 DT= .100000 QMED= 7.78 CKMED= 11.0919 WIDTH MED= 1.90 NREACH= 1 DX= 1470.00 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .218 .0 4.08 1.20 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .10 .1 .2 .160 .9 4.19 2.55 1.027 .002 .998 .014 -.013 .0 1.000 .002 -.002 .21 .2 .7 .103 1.2 5.79 3.98 1.418 .004 .997 .174 -.171 .4 .997 .082 -.079 .31 .3 1.6 .080 1.5 7.33 5.12 1.795 .006 .996 .286 -.282 1.1 .996 .234 -.230 .42 .5 2.9 .067 1.6 8.63 6.09 2.113 .008 .995 .359 -.354 2.2 .995 .325 -.321 .52 .7 4.5 .059 1.8 9.73 6.93 2.384 .010 .994 .411 -.405 3.7 .995 .387 -.382 .63 .8 6.4 .053 1.9 10.67 7.67 2.614 .012 .993 .448 -.442 5.4 .994 .431 -.425 .73 1.0 8.6 .049 1.9 11.46 8.32 2.808 .015 .992 .477 -.469 7.5 .993 .464 -.457 .83 1.2 11.0 .046 2.0 12.11 8.89 2.966 .017 .991 .498 -.489 9.8 .992 .489 -.481 .94 1.4 13.6 .043 2.0 12.62 9.40 3.091 .020 .990 .514 -.504 12.3 .991 .507 -.498 1.04 1.7 16.3 .042 2.0 12.97 9.83 3.177 .024 .989 .524 -.513 14.9 .989 .520 -.510 1.15 1.9 19.0 .040 2.0 13.06 10.20 3.198 .027 .987 .527 -.514 17.6 .988 .527 -.515 1.25 2.1 21.7 .039 2.0 12.81 10.50 3.138 .032 .985 .520 -.505 20.3 .986 .525 -.511 1.35 2.3 24.3 .038 2.0 12.21 10.74 2.990 .038 .981 .503 -.485 23.0 .983 .514 -.497 1.46 2.5 26.8 .037 2.0 11.19 10.90 2.740 .045 .976 .472 -.448 25.5 .979 .491 -.470 1.56 2.6 29.0 .037 2.0 9.68 11.00 2.371 .057 .967 .416 -.383 27.9 .972 .449 -.422 1.67 2.8 30.8 .037 2.0 7.54 11.01 1.846 .077 .947 .316 -.263 29.9 .960 .377 -.337 1.77 2.9 32.1 .037 2.0 4.41 10.91 1.081 .137 .876 .099 .025 31.5 .928 .240 -.168 1.88 3.1 32.6 .038 2.0 3.33 10.67 .815 .185 .815 .000 .185 32.4 .845 .049 .106 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 3 OCCURRED 3 TIMES. AVERAGE NUMBER ITERATIONS = 1.2115 Equations solved using the Ponce correction to C2 * PRINT HYD ID=69 CODE=0 HYDROGRAPH FROM AREA RTE.D1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 11.400 12.2 22.800 1.4 34.200 .1 45.600 .0 .100 .0 11.500 12.0 22.900 1.4 34.300 .0 45.700 .0 .200 .0 11.600 11.9 23.000 1.4 34.400 .0 45.800 .0 .300 .0 11.700 11.7 23.100 1.4 34.500 .0 45.900 .0 .400 .0 11.800 11.6 23.200 1.4 34.600 .0 46.000 .0 .500 .0 11.900 11.4 23.300 1.4 34.700 .0 46.100 .0 .600 .0 12.000 11.3 23.400 1.3 34.800 .0 46.200 .0 .700 .0 12.100 11.1 23.500 1.3 34.900 .0 46.300 .0 .800 .0 12.200 11.0 23.600 1.3 35.000 .0 46.400 .0 .900 .0 12.300 10.9 23.700 1.3 35.100 .0 46.500 .0 1.000 .0 12.400 10.7 23.800 1.3 35.200 .0 46.600 .0 1.100 .0 12.500 10.6 23.900 1.3 35.300 .0 46.700 .0 1.200 5.3 12.600 10.4 24.000 1.3 35.400 .0 46.800 .0 1.300 14.2 12.700 10.3 24.100 1.2 35.500 .0 46.900 .0 1.400 10.7 12.800 10.1 24.200 .9 35.600 .0 47.000 .0 1.500 13.3 12.900 9.8 24.300 .6 35.700 .0 47.100 .0 1.600 12.9 13.000 9.6 24.400 .4 35.800 .0 47.200 .0 1.700 14.0 13.100 9.4 24.500 .4 35.900 .0 47.300 .0 1.800 14.4 13.200 9.1 24.600 .3 36.000 .0 47.400 .0 1.900 14.9 13.300 8.9 24.700 .3 36.100 .0 47.500 .0 2.000 15.0 13.400 8.7 24.800 .3 36.200 .0 47.600 .0 2.100 15.3 13.500 8.5 24.900 .3 36.300 .0 47.700 .0 2.200 15.4 13.600 8.3 25.000 .3 36.400 .0 47.800 .0 2.300 15.4 13.700 8.1 25.100 .3 36.500 .0 47.900 .0 2.400 15.5 13.800 7.9 25.200 .2 36.600 .0 48.000 .0 2.500 15.5 13.900 7.7 25.300 .2 36.700 .0 48.100 .0 2.600 15.5 14.000 7.6 25.400 .2 36.800 .0 48.200 .0 2.700 15.6 14.100 7.4 25.500 .2 36.900 .0 48.300 .0 2.800 15.6 14.200 7.2 25.600 .2 37.000 .0 48.400 .0 2.900 15.6 14.300 7.1 25.700 .2 37.100 .0 48.500 .0 3.000 15.6 14.400 7.0 25.800 .2 37.200 .0 48.600 .0 3.100 15.6 14.500 6.8 25.900 .2 37.300 .0 48.700 .0 3.200 15.5 14.600 6.7 26.000 .2 37.400 .0 48.800 .0 3.300 15.5 14.700 6.6 26.100 .2 37.500 .0 48.900 .0 3.400 15.5 14.800 6.4 26.200 .2 37.600 .0 49.000 .0 3.500 15.5 14.900 6.3 26.300 .2 37.700 .0 49.100 .0 3.600 15.5 15.000 6.2 26.400 .2 37.800 .0 49.200 .0 3.700 15.5 15.100 6.1 26.500 .2 37.900 .0 49.300 .0 3.800 15.5 15.200 6.0 26.600 .2 38.000 .0 49.400 .0 3.900 15.5 15.300 5.8 26.700 .2 38.100 .0 49.500 .0 4.000 15.5 15.400 5.5 26.800 .2 38.200 .0 49.600 .0 4.100 15.5 15.500 5.3 26.900 .2 38.300 .0 49.700 .0 4.200 15.5 15.600 5.0 27.000 .2 38.400 .0 49.800 .0 4.300 15.4 15.700 4.9 27.100 .2 38.500 .0 49.900 .0 4.400 15.4 15.800 4.7 27.200 .2 38.600 .0 50.000 .0 4.500 15.4 15.900 4.5 27.300 .2 38.700 .0 50.100 .0 4.600 15.4 16.000 4.3 27.400 .2 38.800 .0 50.200 .0 4.700 15.4 16.100 4.2 27.500 .2 38.900 .0 50.300 .0 4.800 15.4 16.200 4.0 27.600 .2 39.000 .0 50.400 .0 4.900 15.4 16.300 3.9 27.700 .2 39.100 .0 50.500 .0 5.000 15.4 16.400 3.8 27.800 .2 39.200 .0 50.600 .0 5.100 15.4 16.500 3.7 27.900 .2 39.300 .0 50.700 .0 5.200 15.4 16.600 3.6 28.000 .1 39.400 .0 50.800 .0 5.300 15.4 16.700 3.4 28.100 .1 39.500 .0 50.900 .0 5.400 15.4 16.800 3.3 28.200 .1 39.600 .0 51.000 .0 5.500 15.3 16.900 3.2 28.300 .1 39.700 .0 51.100 .0 5.600 15.3 17.000 3.2 28.400 .1 39.800 .0 51.200 .0 5.700 15.3 17.100 3.1 28.500 .1 39.900 .0 51.300 .0 5.800 15.3 17.200 3.0 28.600 .1 40.000 .0 51.400 .0 5.900 15.3 17.300 2.9 28.700 .1 40.100 .0 51.500 .0 6.000 15.3 17.400 2.8 28.800 .1 40.200 .0 51.600 .0 6.100 15.3 17.500 2.8 28.900 .1 40.300 .0 51.700 .0 6.200 15.3 17.600 2.7 29.000 .1 40.400 .0 51.800 .0 6.300 15.3 17.700 2.7 29.100 .1 40.500 .0 51.900 .0 6.400 15.3 17.800 2.6 29.200 .1 40.600 .0 52.000 .0 6.500 15.3 17.900 2.5 29.300 .1 40.700 .0 52.100 .0 6.600 15.3 18.000 2.5 29.400 .1 40.800 .0 52.200 .0 6.700 15.3 18.100 2.4 29.500 .1 40.900 .0 52.300 .0 6.800 15.3 18.200 2.4 29.600 .1 41.000 .0 52.400 .0 6.900 15.3 18.300 2.3 29.700 .1 41.100 .0 52.500 .0 7.000 15.3 18.400 2.3 29.800 .1 41.200 .0 52.600 .0 7.100 15.2 18.500 2.3 29.900 .1 41.300 .0 52.700 .0 7.200 15.2 18.600 2.2 30.000 .1 41.400 .0 52.800 .0 7.300 15.2 18.700 2.2 30.100 .1 41.500 .0 52.900 .0 7.400 15.2 18.800 2.1 30.200 .1 41.600 .0 53.000 .0 7.500 15.2 18.900 2.1 30.300 .1 41.700 .0 53.100 .0 7.600 15.2 19.000 2.1 30.400 .1 41.800 .0 53.200 .0 7.700 15.2 19.100 2.1 30.500 .1 41.900 .0 53.300 .0 7.800 15.2 19.200 2.0 30.600 .1 42.000 .0 53.400 .0 7.900 15.2 19.300 2.0 30.700 .1 42.100 .0 53.500 .0 8.000 15.2 19.400 2.0 30.800 .1 42.200 .0 53.600 .0 8.100 15.2 19.500 1.9 30.900 .1 42.300 .0 53.700 .0 8.200 15.2 19.600 1.9 31.000 .1 42.400 .0 53.800 .0 8.300 15.2 19.700 1.9 31.100 .1 42.500 .0 53.900 .0 8.400 15.2 19.800 1.9 31.200 .1 42.600 .0 54.000 .0 8.500 15.1 19.900 1.8 31.300 .1 42.700 .0 54.100 .0 8.600 15.1 20.000 1.8 31.400 .1 42.800 .0 54.200 .0 8.700 15.1 20.100 1.8 31.500 .1 42.900 .0 54.300 .0 8.800 15.1 20.200 1.8 31.600 .1 43.000 .0 54.400 .0 8.900 15.0 20.300 1.8 31.700 .1 43.100 .0 54.500 .0 9.000 15.0 20.400 1.7 31.800 .1 43.200 .0 54.600 .0 9.100 14.9 20.500 1.7 31.900 .1 43.300 .0 54.700 .0 9.200 14.9 20.600 1.7 32.000 .1 43.400 .0 54.800 .0 9.300 14.8 20.700 1.7 32.100 .1 43.500 .0 54.900 .0 9.400 14.8 20.800 1.7 32.200 .1 43.600 .0 55.000 .0 9.500 14.7 20.900 1.6 32.300 .1 43.700 .0 55.100 .0 9.600 14.7 21.000 1.6 32.400 .1 43.800 .0 55.200 .0 9.700 14.6 21.100 1.6 32.500 .1 43.900 .0 55.300 .0 9.800 14.6 21.200 1.6 32.600 .1 44.000 .0 55.400 .0 9.900 14.5 21.300 1.6 32.700 .1 44.100 .0 55.500 .0 10.000 14.4 21.400 1.6 32.800 .1 44.200 .0 55.600 .0 10.100 14.3 21.500 1.6 32.900 .1 44.300 .0 55.700 .0 10.200 14.1 21.600 1.5 33.000 .1 44.400 .0 55.800 .0 10.300 13.9 21.700 1.5 33.100 .1 44.500 .0 55.900 .0 10.400 13.8 21.800 1.5 33.200 .1 44.600 .0 56.000 .0 10.500 13.6 21.900 1.5 33.300 .1 44.700 .0 56.100 .0 10.600 13.4 22.000 1.5 33.400 .1 44.800 .0 56.200 .0 10.700 13.3 22.100 1.5 33.500 .1 44.900 .0 56.300 .0 10.800 13.1 22.200 1.5 33.600 .1 45.000 .0 56.400 .0 10.900 13.0 22.300 1.5 33.700 .1 45.100 .0 56.500 .0 11.000 12.8 22.400 1.4 33.800 .1 45.200 .0 11.100 12.7 22.500 1.4 33.900 .1 45.300 .0 11.200 12.5 22.600 1.4 34.000 .1 45.400 .0 11.300 12.3 22.700 1.4 34.100 .1 45.500 .0 RUNOFF VOLUME = .98519 INCHES = 17.2205 ACRE-FEET PEAK DISCHARGE RATE = 15.57 CFS AT 2.800 HOURS BASIN AREA = .3277 SQ. MI. * * ****HERITAGE UNIT 1**** * COMPUTE NM HYD ID=25 HYD NO=BASIN.D2 DA=.03456 SQ MI %A=0 %B=28.5 %C=28.5 %D=43.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 58.804 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .014861 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 52.498 CFS UNIT VOLUME = 1.007 B = 354.44 P60 = 1.8400 AREA = .019699 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=25 CODE=10 HYDROGRAPH FROM AREA BASIN.D2 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .3 10.000 .3 15.000 .2 20.000 .2 1.000 .0 6.000 .3 11.000 .3 16.000 .2 21.000 .2 2.000 12.0 7.000 .4 12.000 .3 17.000 .2 22.000 .2 3.000 .6 8.000 .3 13.000 .3 18.000 .2 23.000 .2 4.000 .3 9.000 .3 14.000 .2 19.000 .2 24.000 .2 RUNOFF VOLUME = 1.49925 INCHES = 2.7634 ACRE-FEET PEAK DISCHARGE RATE = 63.65 CFS AT 1.500 HOURS BASIN AREA = .0346 SQ. MI. * ADD HYD ID=70 HYD=PONDD1.D2 ID I=69 II=25 PRINT HYD ID=70 CODE=10 HYDROGRAPH FROM AREA PONDD1.D2 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 11.5 24.000 1.5 36.000 .0 48.000 .0 1.000 .0 13.000 9.8 25.000 .3 37.000 .0 49.000 .0 2.000 27.0 14.000 7.8 26.000 .2 38.000 .0 50.000 .0 3.000 16.2 15.000 6.4 27.000 .2 39.000 .0 51.000 .0 4.000 15.8 16.000 4.6 28.000 .1 40.000 .0 52.000 .0 5.000 15.7 17.000 3.4 29.000 .1 41.000 .0 53.000 .0 6.000 15.7 18.000 2.7 30.000 .1 42.000 .0 54.000 .0 7.000 15.6 19.000 2.3 31.000 .1 43.000 .0 55.000 .0 8.000 15.5 20.000 2.0 32.000 .1 44.000 .0 56.000 .0 9.000 15.3 21.000 1.8 33.000 .1 45.000 .0 10.000 14.7 22.000 1.7 34.000 .1 46.000 .0 11.000 13.1 23.000 1.6 35.000 .0 47.000 .0 RUNOFF VOLUME = 1.03422 INCHES = 19.9838 ACRE-FEET PEAK DISCHARGE RATE = 76.93 CFS AT 1.500 HOURS BASIN AREA = .3623 SQ. MI. * * *****UNIVERSE BLVD***** * COMPUTE NM HYD ID=26 HYD NO=BASIN.D3 DA=.00580 SQ MI %A=0 %B=5.0 %C=5.0 %D=90.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 20.655 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .005220 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 1.5457 CFS UNIT VOLUME = .9989 B = 354.44 P60 = 1.8400 AREA = .000580 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=26 CODE=10 HYDROGRAPH FROM AREA BASIN.D3 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .1 10.000 .1 15.000 .1 20.000 .1 1.000 .0 6.000 .1 11.000 .1 16.000 .1 21.000 .1 2.000 3.4 7.000 .1 12.000 .1 17.000 .1 22.000 .1 3.000 .2 8.000 .1 13.000 .1 18.000 .1 23.000 .1 4.000 .1 9.000 .1 14.000 .1 19.000 .1 24.000 .1 RUNOFF VOLUME = 2.26512 INCHES = .7007 ACRE-FEET PEAK DISCHARGE RATE = 13.18 CFS AT 1.500 HOURS BASIN AREA = .0058 SQ. MI. * ADD HYD ID=71 HYD=D1.D2.D3 ID I=70 II=26 PRINT HYD ID=71 CODE=10 HYDROGRAPH FROM AREA D1.D2.D3 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 11.6 24.000 1.5 36.000 .0 48.000 .0 1.000 .0 13.000 9.9 25.000 .3 37.000 .0 49.000 .0 2.000 30.4 14.000 7.9 26.000 .2 38.000 .0 50.000 .0 3.000 16.4 15.000 6.5 27.000 .2 39.000 .0 51.000 .0 4.000 15.9 16.000 4.6 28.000 .1 40.000 .0 52.000 .0 5.000 15.8 17.000 3.4 29.000 .1 41.000 .0 53.000 .0 6.000 15.8 18.000 2.8 30.000 .1 42.000 .0 54.000 .0 7.000 15.7 19.000 2.4 31.000 .1 43.000 .0 55.000 .0 8.000 15.6 20.000 2.1 32.000 .1 44.000 .0 56.000 .0 9.000 15.4 21.000 1.9 33.000 .1 45.000 .0 10.000 14.8 22.000 1.7 34.000 .1 46.000 .0 11.000 13.2 23.000 1.6 35.000 .0 47.000 .0 RUNOFF VOLUME = 1.05362 INCHES = 20.6845 ACRE-FEET PEAK DISCHARGE RATE = 90.11 CFS AT 1.500 HOURS BASIN AREA = .3681 SQ. MI. * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.02 DIA=4.0 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .21 .25 1.07 1.78 .42 .69 4.63 2.44 .63 1.25 10.75 2.91 .83 1.90 19.34 3.25 1.04 2.60 30.20 3.51 1.25 3.36 43.09 3.71 1.46 4.15 57.73 3.85 1.67 4.96 73.80 3.94 1.88 5.79 90.98 3.99 2.08 6.62 108.89 4.00 2.29 7.45 127.12 4.00 2.50 8.27 145.25 4.00 2.71 9.06 162.80 4.00 2.92 9.82 179.23 4.00 3.13 10.54 193.93 4.00 3.34 11.20 206.17 4.00 3.54 11.77 214.92 4.00 3.75 12.24 218.52 4.00 4.00 12.57 218.52 4.00 ROUTE MCUNGE ID=72 HYD=RTE.D1 INFLOW ID=71 DT=0.0 L=1150 NS=0 SLOPE=0.02 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 ZERO VALUE HYDROGRAPH OR SHORT ROUTE - ROUTING BYPASSED * PRINT HYD ID=72 CODE=0 HYDROGRAPH FROM AREA RTE.D1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 11.400 12.5 22.800 1.6 34.200 .1 45.600 .0 .100 .0 11.500 12.4 22.900 1.6 34.300 .0 45.700 .0 .200 .0 11.600 12.2 23.000 1.6 34.400 .0 45.800 .0 .300 .0 11.700 12.1 23.100 1.6 34.500 .0 45.900 .0 .400 .0 11.800 11.9 23.200 1.6 34.600 .0 46.000 .0 .500 .0 11.900 11.8 23.300 1.6 34.700 .0 46.100 .0 .600 .0 12.000 11.6 23.400 1.6 34.800 .0 46.200 .0 .700 .0 12.100 11.5 23.500 1.6 34.900 .0 46.300 .0 .800 .0 12.200 11.3 23.600 1.5 35.000 .0 46.400 .0 .900 .0 12.300 11.2 23.700 1.5 35.100 .0 46.500 .0 1.000 .0 12.400 11.1 23.800 1.5 35.200 .0 46.600 .0 1.100 .4 12.500 10.9 23.900 1.5 35.300 .0 46.700 .0 1.200 10.4 12.600 10.8 24.000 1.5 35.400 .0 46.800 .0 1.300 33.9 12.700 10.6 24.100 1.3 35.500 .0 46.900 .0 1.400 76.1 12.800 10.4 24.200 .9 35.600 .0 47.000 .0 1.500 90.1 12.900 10.2 24.300 .6 35.700 .0 47.100 .0 1.600 66.3 13.000 9.9 24.400 .4 35.800 .0 47.200 .0 1.700 48.7 13.100 9.7 24.500 .4 35.900 .0 47.300 .0 1.800 39.5 13.200 9.5 24.600 .3 36.000 .0 47.400 .0 1.900 34.2 13.300 9.3 24.700 .3 36.100 .0 47.500 .0 2.000 30.4 13.400 9.1 24.800 .3 36.200 .0 47.600 .0 2.100 24.8 13.500 8.8 24.900 .3 36.300 .0 47.700 .0 2.200 20.9 13.600 8.6 25.000 .3 36.400 .0 47.800 .0 2.300 19.4 13.700 8.4 25.100 .3 36.500 .0 47.900 .0 2.400 18.5 13.800 8.3 25.200 .2 36.600 .0 48.000 .0 2.500 17.8 13.900 8.1 25.300 .2 36.700 .0 48.100 .0 2.600 17.3 14.000 7.9 25.400 .2 36.800 .0 48.200 .0 2.700 17.0 14.100 7.7 25.500 .2 36.900 .0 48.300 .0 2.800 16.7 14.200 7.6 25.600 .2 37.000 .0 48.400 .0 2.900 16.5 14.300 7.4 25.700 .2 37.100 .0 48.500 .0 3.000 16.4 14.400 7.3 25.800 .2 37.200 .0 48.600 .0 3.100 16.3 14.500 7.1 25.900 .2 37.300 .0 48.700 .0 3.200 16.2 14.600 7.0 26.000 .2 37.400 .0 48.800 .0 3.300 16.1 14.700 6.9 26.100 .2 37.500 .0 48.900 .0 3.400 16.1 14.800 6.7 26.200 .2 37.600 .0 49.000 .0 3.500 16.0 14.900 6.6 26.300 .2 37.700 .0 49.100 .0 3.600 16.0 15.000 6.5 26.400 .2 37.800 .0 49.200 .0 3.700 15.9 15.100 6.4 26.500 .2 37.900 .0 49.300 .0 3.800 15.9 15.200 6.3 26.600 .2 38.000 .0 49.400 .0 3.900 15.9 15.300 6.1 26.700 .2 38.100 .0 49.500 .0 4.000 15.9 15.400 5.8 26.800 .2 38.200 .0 49.600 .0 4.100 15.9 15.500 5.6 26.900 .2 38.300 .0 49.700 .0 4.200 15.8 15.600 5.4 27.000 .2 38.400 .0 49.800 .0 4.300 15.8 15.700 5.2 27.100 .2 38.500 .0 49.900 .0 4.400 15.8 15.800 5.0 27.200 .2 38.600 .0 50.000 .0 4.500 15.8 15.900 4.8 27.300 .2 38.700 .0 50.100 .0 4.600 15.8 16.000 4.6 27.400 .2 38.800 .0 50.200 .0 4.700 15.8 16.100 4.5 27.500 .2 38.900 .0 50.300 .0 4.800 15.8 16.200 4.3 27.600 .2 39.000 .0 50.400 .0 4.900 15.8 16.300 4.2 27.700 .2 39.100 .0 50.500 .0 5.000 15.8 16.400 4.1 27.800 .2 39.200 .0 50.600 .0 5.100 15.8 16.500 4.0 27.900 .2 39.300 .0 50.700 .0 5.200 15.8 16.600 3.8 28.000 .1 39.400 .0 50.800 .0 5.300 15.8 16.700 3.7 28.100 .1 39.500 .0 50.900 .0 5.400 15.8 16.800 3.6 28.200 .1 39.600 .0 51.000 .0 5.500 15.8 16.900 3.5 28.300 .1 39.700 .0 51.100 .0 5.600 15.8 17.000 3.4 28.400 .1 39.800 .0 51.200 .0 5.700 15.8 17.100 3.4 28.500 .1 39.900 .0 51.300 .0 5.800 15.8 17.200 3.3 28.600 .1 40.000 .0 51.400 .0 5.900 15.8 17.300 3.2 28.700 .1 40.100 .0 51.500 .0 6.000 15.8 17.400 3.1 28.800 .1 40.200 .0 51.600 .0 6.100 15.8 17.500 3.1 28.900 .1 40.300 .0 51.700 .0 6.200 15.8 17.600 3.0 29.000 .1 40.400 .0 51.800 .0 6.300 15.8 17.700 2.9 29.100 .1 40.500 .0 51.900 .0 6.400 15.8 17.800 2.9 29.200 .1 40.600 .0 52.000 .0 6.500 15.8 17.900 2.8 29.300 .1 40.700 .0 52.100 .0 6.600 15.8 18.000 2.8 29.400 .1 40.800 .0 52.200 .0 6.700 15.8 18.100 2.7 29.500 .1 40.900 .0 52.300 .0 6.800 15.7 18.200 2.7 29.600 .1 41.000 .0 52.400 .0 6.900 15.7 18.300 2.6 29.700 .1 41.100 .0 52.500 .0 7.000 15.7 18.400 2.6 29.800 .1 41.200 .0 52.600 .0 7.100 15.7 18.500 2.5 29.900 .1 41.300 .0 52.700 .0 7.200 15.7 18.600 2.5 30.000 .1 41.400 .0 52.800 .0 7.300 15.7 18.700 2.5 30.100 .1 41.500 .0 52.900 .0 7.400 15.7 18.800 2.4 30.200 .1 41.600 .0 53.000 .0 7.500 15.7 18.900 2.4 30.300 .1 41.700 .0 53.100 .0 7.600 15.7 19.000 2.4 30.400 .1 41.800 .0 53.200 .0 7.700 15.7 19.100 2.3 30.500 .1 41.900 .0 53.300 .0 7.800 15.7 19.200 2.3 30.600 .1 42.000 .0 53.400 .0 7.900 15.7 19.300 2.3 30.700 .1 42.100 .0 53.500 .0 8.000 15.6 19.400 2.2 30.800 .1 42.200 .0 53.600 .0 8.100 15.6 19.500 2.2 30.900 .1 42.300 .0 53.700 .0 8.200 15.6 19.600 2.2 31.000 .1 42.400 .0 53.800 .0 8.300 15.6 19.700 2.2 31.100 .1 42.500 .0 53.900 .0 8.400 15.6 19.800 2.1 31.200 .1 42.600 .0 54.000 .0 8.500 15.6 19.900 2.1 31.300 .1 42.700 .0 54.100 .0 8.600 15.6 20.000 2.1 31.400 .1 42.800 .0 54.200 .0 8.700 15.5 20.100 2.0 31.500 .1 42.900 .0 54.300 .0 8.800 15.5 20.200 2.0 31.600 .1 43.000 .0 54.400 .0 8.900 15.5 20.300 2.0 31.700 .1 43.100 .0 54.500 .0 9.000 15.4 20.400 2.0 31.800 .1 43.200 .0 54.600 .0 9.100 15.4 20.500 2.0 31.900 .1 43.300 .0 54.700 .0 9.200 15.3 20.600 2.0 32.000 .1 43.400 .0 54.800 .0 9.300 15.3 20.700 1.9 32.100 .1 43.500 .0 54.900 .0 9.400 15.2 20.800 1.9 32.200 .1 43.600 .0 55.000 .0 9.500 15.1 20.900 1.9 32.300 .1 43.700 .0 55.100 .0 9.600 15.1 21.000 1.9 32.400 .1 43.800 .0 55.200 .0 9.700 15.0 21.100 1.9 32.500 .1 43.900 .0 55.300 .0 9.800 15.0 21.200 1.9 32.600 .1 44.000 .0 55.400 .0 9.900 14.9 21.300 1.8 32.700 .1 44.100 .0 55.500 .0 10.000 14.8 21.400 1.8 32.800 .1 44.200 .0 55.600 .0 10.100 14.7 21.500 1.8 32.900 .1 44.300 .0 55.700 .0 10.200 14.5 21.600 1.8 33.000 .1 44.400 .0 55.800 .0 10.300 14.3 21.700 1.8 33.100 .1 44.500 .0 55.900 .0 10.400 14.2 21.800 1.8 33.200 .1 44.600 .0 56.000 .0 10.500 14.0 21.900 1.7 33.300 .1 44.700 .0 56.100 .0 10.600 13.8 22.000 1.7 33.400 .1 44.800 .0 56.200 .0 10.700 13.6 22.100 1.7 33.500 .1 44.900 .0 56.300 .0 10.800 13.5 22.200 1.7 33.600 .1 45.000 .0 56.400 .0 10.900 13.3 22.300 1.7 33.700 .1 45.100 .0 56.500 .0 11.000 13.2 22.400 1.7 33.800 .1 45.200 .0 11.100 13.0 22.500 1.7 33.900 .1 45.300 .0 11.200 12.9 22.600 1.7 34.000 .1 45.400 .0 11.300 12.7 22.700 1.7 34.100 .1 45.500 .0 RUNOFF VOLUME = 1.05362 INCHES = 20.6845 ACRE-FEET PEAK DISCHARGE RATE = 90.11 CFS AT 1.500 HOURS BASIN AREA = .3681 SQ. MI. * * ****HERITAGE UNIT 2***** * COMPUTE NM HYD ID=27 HYD NO=BASIN.D4 DA=.01961 SQ MI %A=0 %B=28.5 %C=28.5 %D=43.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 33.366 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .008432 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 29.788 CFS UNIT VOLUME = 1.007 B = 354.44 P60 = 1.8400 AREA = .011178 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=27 CODE=10 HYDROGRAPH FROM AREA BASIN.D4 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .2 10.000 .2 15.000 .1 20.000 .1 1.000 .0 6.000 .2 11.000 .2 16.000 .1 21.000 .1 2.000 6.8 7.000 .2 12.000 .2 17.000 .1 22.000 .1 3.000 .4 8.000 .2 13.000 .1 18.000 .1 23.000 .1 4.000 .2 9.000 .2 14.000 .1 19.000 .1 24.000 .1 RUNOFF VOLUME = 1.49925 INCHES = 1.5680 ACRE-FEET PEAK DISCHARGE RATE = 36.12 CFS AT 1.500 HOURS BASIN AREA = .0196 SQ. MI. * * ADD HYD ID=73 HYD=D1D2D3.D4 ID I=72 II=27 PRINT HYD ID=73 CODE=10 HYDROGRAPH FROM AREA D1D2D3.D4 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 11.8 24.000 1.6 36.000 .0 48.000 .0 1.000 .0 13.000 10.1 25.000 .3 37.000 .0 49.000 .0 2.000 37.2 14.000 8.0 26.000 .2 38.000 .0 50.000 .0 3.000 16.7 15.000 6.6 27.000 .2 39.000 .0 51.000 .0 4.000 16.1 16.000 4.8 28.000 .1 40.000 .0 52.000 .0 5.000 16.0 17.000 3.6 29.000 .1 41.000 .0 53.000 .0 6.000 16.0 18.000 2.9 30.000 .1 42.000 .0 54.000 .0 7.000 15.9 19.000 2.5 31.000 .1 43.000 .0 55.000 .0 8.000 15.8 20.000 2.2 32.000 .1 44.000 .0 56.000 .0 9.000 15.6 21.000 2.0 33.000 .1 45.000 .0 10.000 15.0 22.000 1.8 34.000 .1 46.000 .0 11.000 13.4 23.000 1.7 35.000 .0 47.000 .0 RUNOFF VOLUME = 1.07615 INCHES = 22.2524 ACRE-FEET PEAK DISCHARGE RATE = 126.23 CFS AT 1.500 HOURS BASIN AREA = .3877 SQ. MI. * * COMPUTE NM HYD ID=28 HYD NO=BASIN.D5 DA=.01367 SQ MI %A=0 %B=23.0 %C=23.0 %D=54.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 29.209 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .007382 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 16.758 CFS UNIT VOLUME = 1.006 B = 354.44 P60 = 1.8400 AREA = .006288 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=28 CODE=10 HYDROGRAPH FROM AREA BASIN.D5 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .1 10.000 .1 15.000 .1 20.000 .1 1.000 .0 6.000 .2 11.000 .1 16.000 .1 21.000 .1 2.000 5.5 7.000 .2 12.000 .1 17.000 .1 22.000 .1 3.000 .3 8.000 .2 13.000 .1 18.000 .1 23.000 .1 4.000 .1 9.000 .2 14.000 .1 19.000 .1 24.000 .1 RUNOFF VOLUME = 1.67850 INCHES = 1.2237 ACRE-FEET PEAK DISCHARGE RATE = 26.55 CFS AT 1.500 HOURS BASIN AREA = .0137 SQ. MI. * ADD HYD ID=74 HYD=D1234.D5 ID I=73 II=28 PRINT HYD ID=74 CODE=10 HYDROGRAPH FROM AREA D1234.D5 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 11.9 24.000 1.7 36.000 .0 48.000 .0 1.000 .0 13.000 10.2 25.000 .3 37.000 .0 49.000 .0 2.000 42.8 14.000 8.2 26.000 .2 38.000 .0 50.000 .0 3.000 17.0 15.000 6.7 27.000 .2 39.000 .0 51.000 .0 4.000 16.2 16.000 4.9 28.000 .1 40.000 .0 52.000 .0 5.000 16.1 17.000 3.7 29.000 .1 41.000 .0 53.000 .0 6.000 16.1 18.000 3.0 30.000 .1 42.000 .0 54.000 .0 7.000 16.1 19.000 2.6 31.000 .1 43.000 .0 55.000 .0 8.000 16.0 20.000 2.3 32.000 .1 44.000 .0 56.000 .0 9.000 15.8 21.000 2.1 33.000 .1 45.000 .0 10.000 15.1 22.000 1.9 34.000 .1 46.000 .0 11.000 13.5 23.000 1.8 35.000 .0 47.000 .0 RUNOFF VOLUME = 1.09667 INCHES = 23.4762 ACRE-FEET PEAK DISCHARGE RATE = 152.79 CFS AT 1.500 HOURS BASIN AREA = .4014 SQ. MI. * * COMPUTE NM HYD ID=25 HYD NO=BASIN.D6 DA=.00781 SQ MI %A=0.0 %B=18.0 %C=18.0 %D=64.0 TP=-.1333 HR RAIN=-1 K = .072649HR TP = .133300HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 19.734 CFS UNIT VOLUME = 1.029 B = 526.28 P60 = 1.8400 AREA = .004998 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118524HR TP = .133300HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 7.4759 CFS UNIT VOLUME = 1.006 B = 354.44 P60 = 1.8400 AREA = .002812 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=25 CODE=10 HYDROGRAPH FROM AREA BASIN.D6 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .1 10.000 .1 15.000 .1 20.000 .1 1.000 .0 6.000 .1 11.000 .1 16.000 .1 21.000 .1 2.000 3.6 7.000 .1 12.000 .1 17.000 .1 22.000 .1 3.000 .2 8.000 .1 13.000 .1 18.000 .1 23.000 .1 4.000 .1 9.000 .1 14.000 .1 19.000 .1 24.000 .1 RUNOFF VOLUME = 1.84145 INCHES = .7670 ACRE-FEET PEAK DISCHARGE RATE = 15.89 CFS AT 1.500 HOURS BASIN AREA = .0078 SQ. MI. * ADD HYD ID=75 HYD=D12345.D6 ID I=74 II=25 PRINT HYD ID=75 CODE=10 HYDROGRAPH FROM AREA D12345.D6 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 12.0 24.000 1.8 36.000 .0 48.000 .0 1.000 .0 13.000 10.3 25.000 .3 37.000 .0 49.000 .0 2.000 46.3 14.000 8.3 26.000 .2 38.000 .0 50.000 .0 3.000 17.2 15.000 6.8 27.000 .2 39.000 .0 51.000 .0 4.000 16.3 16.000 5.0 28.000 .1 40.000 .0 52.000 .0 5.000 16.2 17.000 3.7 29.000 .1 41.000 .0 53.000 .0 6.000 16.3 18.000 3.1 30.000 .1 42.000 .0 54.000 .0 7.000 16.2 19.000 2.6 31.000 .1 43.000 .0 55.000 .0 8.000 16.1 20.000 2.4 32.000 .1 44.000 .0 56.000 .0 9.000 15.9 21.000 2.2 33.000 .1 45.000 .0 10.000 15.2 22.000 2.0 34.000 .1 46.000 .0 11.000 13.6 23.000 1.9 35.000 .0 47.000 .0 RUNOFF VOLUME = 1.11088 INCHES = 24.2432 ACRE-FEET PEAK DISCHARGE RATE = 168.67 CFS AT 1.500 HOURS BASIN AREA = .4092 SQ. MI. * * ************************************************************* DIVIDE HYD ID=75 Q=13.80 ID I=31 HYD NO=BYPASS.D ID II=32 HYD NO=SURGE.D PRINT HYD ID=31 CODE=10 HYDROGRAPH FROM AREA BYPASS.D TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 12.0 24.000 1.8 36.000 .0 48.000 .0 1.000 .0 13.000 10.3 25.000 .3 37.000 .0 49.000 .0 2.000 13.8 14.000 8.3 26.000 .2 38.000 .0 50.000 .0 3.000 13.8 15.000 6.8 27.000 .2 39.000 .0 51.000 .0 4.000 13.8 16.000 5.0 28.000 .1 40.000 .0 52.000 .0 5.000 13.8 17.000 3.7 29.000 .1 41.000 .0 53.000 .0 6.000 13.8 18.000 3.1 30.000 .1 42.000 .0 54.000 .0 7.000 13.8 19.000 2.6 31.000 .1 43.000 .0 55.000 .0 8.000 13.8 20.000 2.4 32.000 .1 44.000 .0 56.000 .0 9.000 13.8 21.000 2.2 33.000 .1 45.000 .0 10.000 13.8 22.000 2.0 34.000 .1 46.000 .0 11.000 13.6 23.000 1.9 35.000 .0 47.000 .0 RUNOFF VOLUME = 1.11088 INCHES = 17.0021 ACRE-FEET PEAK DISCHARGE RATE = 13.80 CFS AT 1.200 HOURS BASIN AREA = .2870 SQ. MI. PRINT HYD ID=32 CODE=10 HYDROGRAPH FROM AREA SURGE.D TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 3.000 3.4 6.000 2.5 9.000 2.1 1.000 .0 4.000 2.5 7.000 2.4 10.000 1.4 2.000 32.5 5.000 2.4 8.000 2.3 RUNOFF VOLUME = 1.11088 INCHES = 7.2410 ACRE-FEET PEAK DISCHARGE RATE = 154.87 CFS AT 1.500 HOURS BASIN AREA = .1222 SQ. MI. ************************************************************* * * ROUTE RESERVOIR ID=50 HYD=POND.D INFLOW ID=32 CODE=6.3 OUTFLOW STORAGE DEPTH 0 0 5429.46 1.86 0.30 5431 2.96 1.01 5432 3.99 1.91 5433 4.97 2.91 5434 5.89 4.00 5435 6.78 5.17 5436 7.50 6.24 5436.85 130.0 7.80 5438 * * * * * * * * * * * * * * * * * TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) .00 .00 5429.46 .000 .00 .60 .00 5429.46 .000 .00 1.20 1.90 5429.50 .008 .05 1.80 51.43 5435.17 4.200 6.04 2.40 7.71 5435.92 5.079 6.71 3.00 3.43 5435.85 4.993 6.65 3.60 2.66 5435.70 4.814 6.51 4.20 2.44 5435.53 4.620 6.36 4.80 2.40 5435.37 4.428 6.22 5.40 2.41 5435.21 4.243 6.07 6.00 2.46 5435.06 4.066 5.94 6.60 2.48 5434.91 3.898 5.80 7.20 2.41 5434.76 3.735 5.67 7.80 2.33 5434.61 3.575 5.53 8.40 2.26 5434.47 3.418 5.40 9.00 2.06 5434.32 3.261 5.27 9.60 1.71 5434.17 3.097 5.13 10.20 1.11 5434.01 2.920 4.98 10.80 .09 5433.80 2.707 4.77 11.40 .00 5433.57 2.477 4.55 12.00 .00 5433.35 2.257 4.33 12.60 .00 5433.14 2.047 4.12 13.20 .00 5432.93 1.847 3.92 13.80 .00 5432.72 1.659 3.70 14.40 .00 5432.52 1.480 3.50 15.00 .00 5432.33 1.311 3.30 15.60 .00 5432.16 1.152 3.12 16.20 .00 5431.99 1.002 2.95 16.80 .00 5431.79 .861 2.73 17.40 .00 5431.61 .731 2.53 18.00 .00 5431.44 .610 2.34 18.60 .00 5431.28 .498 2.17 19.20 .00 5431.13 .395 2.01 19.80 .00 5431.00 .299 1.85 20.40 .00 5430.59 .220 1.36 21.00 .00 5430.29 .162 1.00 21.60 .00 5430.07 .119 .74 22.20 .00 5429.91 .087 .54 22.80 .00 5429.79 .064 .40 23.40 .00 5429.70 .047 .29 24.00 .00 5429.64 .035 .22 24.60 .00 5429.59 .026 .16 25.20 .00 5429.56 .019 .12 25.80 .00 5429.53 .014 .09 26.40 .00 5429.51 .010 .06 27.00 .00 5429.50 .007 .05 27.60 .00 5429.49 .005 .03 28.20 .00 5429.48 .004 .03 28.80 .00 5429.48 .003 .02 29.40 .00 5429.47 .002 .01 30.00 .00 5429.47 .002 .01 30.60 .00 5429.47 .001 .01 31.20 .00 5429.46 .001 .01 31.80 .00 5429.46 .001 .00 32.40 .00 5429.46 .000 .00 PEAK DISCHARGE = 6.711 CFS - PEAK OCCURS AT HOUR 2.40 MAXIMUM WATER SURFACE ELEVATION = 5435.922 MAXIMUM STORAGE = 5.0788 AC-FT INCREMENTAL TIME= .300000HRS * * PRINT HYD ID=50 CODE=10 HYDROGRAPH FROM AREA POND.D TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 9.000 5.3 18.000 2.3 27.000 .0 3.000 6.6 12.000 4.3 21.000 1.0 30.000 .0 6.000 5.9 15.000 3.3 24.000 .2 33.000 .0 RUNOFF VOLUME = 1.11035 INCHES = 7.2375 ACRE-FEET PEAK DISCHARGE RATE = 6.71 CFS AT 2.400 HOURS BASIN AREA = .1222 SQ. MI. * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.0057 DIA=2.0 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .10 .06 .09 .89 .21 .17 .39 1.22 .31 .31 .90 1.45 .42 .47 1.63 1.62 .52 .65 2.54 1.76 .63 .84 3.62 1.85 .73 1.04 4.85 1.93 .83 1.24 6.21 1.97 .94 1.45 7.65 2.00 1.04 1.66 9.15 2.00 1.15 1.86 10.69 2.00 1.25 2.07 12.21 2.00 1.35 2.27 13.69 2.00 1.46 2.46 15.07 2.00 1.56 2.63 16.31 2.00 1.67 2.80 17.33 2.00 1.77 2.94 18.07 2.00 1.88 3.06 18.37 2.00 2.00 3.14 18.37 2.00 ROUTE MCUNGE ID=51 HYD=RTE.D INFLOW ID=50 DT=0.0 L=1530 NS=0 SLOPE=0.0057 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 INFLOW END= 115 TABLE PTS= 19 DT= .300000 QMED= 3.36 CKMED= 5.7521 WIDTH MED= 1.83 NREACH= 1 DX= 1530.00 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .403 .0 1.42 .68 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .10 .1 .1 .296 .9 2.36 1.43 1.666 .005 .996 .251 -.248 .0 .998 .070 -.068 .21 .2 .4 .190 1.2 3.26 2.24 2.300 .011 .993 .396 -.389 .2 .994 .314 -.308 .31 .3 .9 .147 1.5 4.12 2.88 2.911 .017 .991 .491 -.482 .6 .992 .447 -.439 .42 .5 1.6 .124 1.6 4.86 3.43 3.427 .024 .989 .551 -.540 1.2 .990 .523 -.514 .52 .7 2.5 .109 1.8 5.48 3.90 3.867 .030 .988 .592 -.579 2.1 .988 .573 -.561 .63 .8 3.6 .098 1.9 6.01 4.32 4.240 .037 .986 .621 -.607 3.1 .987 .608 -.595 .73 1.0 4.9 .091 1.9 6.45 4.68 4.554 .045 .984 .643 -.627 4.2 .985 .633 -.618 .83 1.2 6.2 .085 2.0 6.82 5.00 4.811 .053 .982 .659 -.641 5.5 .983 .652 -.635 .94 1.4 7.6 .080 2.0 7.10 5.29 5.013 .062 .980 .671 -.650 6.9 .981 .666 -.647 1.04 1.7 9.2 .077 2.0 7.30 5.53 5.154 .072 .977 .679 -.656 8.4 .978 .676 -.654 1.15 1.9 10.7 .074 2.0 7.35 5.74 5.187 .083 .973 .681 -.654 9.9 .975 .681 -.656 1.25 2.1 12.2 .072 2.0 7.21 5.91 5.090 .097 .969 .677 -.645 11.4 .971 .680 -.651 1.35 2.3 13.7 .070 2.0 6.87 6.04 4.849 .114 .962 .665 -.626 12.9 .966 .672 -.638 1.46 2.5 15.1 .069 2.0 6.30 6.14 4.445 .137 .951 .642 -.593 14.4 .957 .655 -.613 1.56 2.6 16.3 .069 2.0 5.45 6.19 3.845 .172 .932 .601 -.533 15.7 .943 .625 -.569 1.67 2.8 17.3 .069 2.0 4.24 6.19 2.994 .234 .889 .527 -.416 16.8 .916 .573 -.489 1.77 2.9 18.1 .069 2.0 2.48 6.14 1.754 .417 .737 .369 -.106 17.7 .848 .471 -.319 1.88 3.1 18.4 .071 2.0 1.42 6.00 .999 .744 .458 .271 .271 18.2 .475 .271 .254 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 3 OCCURRED 2 TIMES. AVERAGE NUMBER ITERATIONS = 1.1326 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .403 .0 1.42 .68 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .10 .1 .1 .296 .9 1.43 1.43 1.008 .008 .992 .008 .000 .0 .997 .003 .000 .21 .2 .4 .190 1.2 1.45 2.24 1.025 .025 .975 .025 .000 .2 .984 .016 .000 .31 .3 .9 .147 1.5 1.48 2.88 1.048 .048 .954 .046 .000 .6 .965 .035 .000 .42 .5 1.6 .124 1.6 1.52 3.43 1.075 .075 .930 .070 .000 1.2 .942 .058 .000 .52 .7 2.5 .109 1.8 1.57 3.90 1.106 .106 .904 .096 .000 2.1 .917 .083 .000 .63 .8 3.6 .098 1.9 1.61 4.32 1.139 .139 .878 .122 .000 3.1 .891 .109 .000 .73 1.0 4.9 .091 1.9 1.66 4.68 1.174 .174 .852 .148 .000 4.2 .865 .135 .000 .83 1.2 6.2 .085 2.0 1.71 5.00 1.210 .210 .826 .174 .000 5.5 .839 .161 .000 .94 1.4 7.6 .080 2.0 1.77 5.29 1.248 .248 .801 .199 .000 6.9 .813 .187 .000 1.04 1.7 9.2 .077 2.0 1.82 5.53 1.288 .288 .777 .223 .000 8.4 .789 .211 .000 1.15 1.9 10.7 .074 2.0 1.88 5.74 1.326 .326 .754 .246 .000 9.9 .765 .235 .000 1.25 2.1 12.2 .072 2.0 1.93 5.91 1.363 .363 .734 .266 .000 11.4 .744 .256 .000 1.35 2.3 13.7 .070 2.0 1.98 6.04 1.397 .397 .716 .284 .000 12.9 .725 .275 .000 1.46 2.5 15.1 .069 2.0 2.02 6.14 1.427 .427 .701 .299 .000 14.4 .708 .292 .000 1.56 2.6 16.3 .069 2.0 2.06 6.19 1.454 .454 .688 .312 .000 15.7 .694 .306 .000 1.67 2.8 17.3 .069 2.0 2.09 6.19 1.475 .475 .678 .322 .000 16.8 .683 .317 .000 1.77 2.9 18.1 .069 2.0 2.11 6.14 1.491 .491 .671 .329 .000 17.7 .674 .326 .000 1.88 3.1 18.4 .071 2.0 1.42 6.00 .999 .744 .458 .271 .271 18.2 .475 .271 .254 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 3 OCCURRED 1 TIMES. AVERAGE NUMBER ITERATIONS = 1.0268 Equations solved with two passes: first using the Ponce correction to C1, second using the Fread correction to C1, C2 and C3 * PRINT HYD ID=51 CODE=0 HYDROGRAPH FROM AREA RTE.D TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 7.200 5.7 14.400 3.6 21.600 .9 28.800 .0 .300 .0 7.500 5.7 14.700 3.5 21.900 .7 29.100 .0 .600 .0 7.800 5.6 15.000 3.4 22.200 .6 29.400 .0 .900 .0 8.100 5.5 15.300 3.3 22.500 .5 29.700 .0 1.200 .0 8.400 5.5 15.600 3.2 22.800 .5 30.000 .0 1.500 .3 8.700 5.4 15.900 3.1 23.100 .4 30.300 .0 1.800 4.3 9.000 5.3 16.200 3.0 23.400 .3 30.600 .0 2.100 6.1 9.300 5.3 16.500 2.9 23.700 .3 30.900 .0 2.400 6.6 9.600 5.2 16.800 2.8 24.000 .3 31.200 .0 2.700 6.7 9.900 5.1 17.100 2.7 24.300 .2 31.500 .0 3.000 6.7 10.200 5.0 17.400 2.6 24.600 .2 31.800 .0 3.300 6.6 10.500 5.0 17.700 2.5 24.900 .2 32.100 .0 3.600 6.6 10.800 4.9 18.000 2.4 25.200 .1 32.400 .0 3.900 6.5 11.100 4.8 18.300 2.3 25.500 .1 32.700 .0 4.200 6.4 11.400 4.6 18.600 2.2 25.800 .1 33.000 .0 4.500 6.3 11.700 4.5 18.900 2.2 26.100 .1 33.300 .0 4.800 6.3 12.000 4.4 19.200 2.1 26.400 .1 33.600 .0 5.100 6.2 12.300 4.3 19.500 2.0 26.700 .1 33.900 .0 5.400 6.1 12.600 4.2 19.800 1.9 27.000 .1 34.200 .0 5.700 6.1 12.900 4.1 20.100 1.8 27.300 .0 34.500 .0 6.000 6.0 13.200 4.0 20.400 1.6 27.600 .0 34.800 .0 6.300 5.9 13.500 3.9 20.700 1.4 27.900 .0 6.600 5.9 13.800 3.8 21.000 1.2 28.200 .0 6.900 5.8 14.100 3.7 21.300 1.0 28.500 .0 RUNOFF VOLUME = 1.10969 INCHES = 7.2332 ACRE-FEET PEAK DISCHARGE RATE = 6.71 CFS AT 2.700 HOURS BASIN AREA = .1222 SQ. MI. * * ADD HYD ID=75 HYD=BYPASS.RTE.D ID I=51 II=31 PRINT HYD ID=75 CODE=10 HYDROGRAPH FROM AREA BYPASS.RTE.D TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 16.4 24.000 2.0 36.000 .0 48.000 .0 1.000 .0 13.000 14.4 25.000 .4 37.000 .0 49.000 .0 2.000 19.3 14.000 12.0 26.000 .3 38.000 .0 50.000 .0 3.000 20.5 15.000 10.2 27.000 .2 39.000 .0 51.000 .0 4.000 20.3 16.000 8.0 28.000 .2 40.000 .0 52.000 .0 5.000 20.0 17.000 6.5 29.000 .1 41.000 .0 53.000 .0 6.000 19.8 18.000 5.5 30.000 .1 42.000 .0 54.000 .0 7.000 19.6 19.000 4.8 31.000 .1 43.000 .0 55.000 .0 8.000 19.3 20.000 4.2 32.000 .1 44.000 .0 56.000 .0 9.000 19.1 21.000 3.3 33.000 .1 45.000 .0 10.000 18.9 22.000 2.7 34.000 .1 46.000 .0 11.000 18.4 23.000 2.3 35.000 .0 47.000 .0 RUNOFF VOLUME = 1.11051 INCHES = 24.2351 ACRE-FEET PEAK DISCHARGE RATE = 20.51 CFS AT 2.700 HOURS BASIN AREA = .4092 SQ. MI. * * COMPUTE NM HYD ID=20 HYD NO=BASIN.C DA=.01278 SQ MI %A=0 %B=25.0 %C=25.0 %D=50.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 25.285 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .006390 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 17.029 CFS UNIT VOLUME = 1.006 B = 354.44 P60 = 1.8400 AREA = .006390 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=20 CODE=10 HYDROGRAPH FROM AREA BASIN.C TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .1 10.000 .1 15.000 .1 20.000 .1 1.000 .0 6.000 .1 11.000 .1 16.000 .1 21.000 .1 2.000 4.9 7.000 .2 12.000 .1 17.000 .1 22.000 .1 3.000 .3 8.000 .1 13.000 .1 18.000 .1 23.000 .1 4.000 .1 9.000 .1 14.000 .1 19.000 .1 24.000 .1 RUNOFF VOLUME = 1.61332 INCHES = 1.0996 ACRE-FEET PEAK DISCHARGE RATE = 24.36 CFS AT 1.500 HOURS BASIN AREA = .0128 SQ. MI. * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.027 DIA=3.0 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .16 .14 .57 1.33 .31 .39 2.50 1.83 .47 .71 5.80 2.18 .63 1.07 10.43 2.44 .78 1.46 16.29 2.63 .94 1.89 23.25 2.78 1.09 2.33 31.14 2.89 1.25 2.79 39.82 2.96 1.41 3.26 49.09 2.99 1.56 3.72 58.75 3.00 1.72 4.19 68.58 3.00 1.88 4.65 78.36 3.00 2.03 5.10 87.83 3.00 2.19 5.53 96.69 3.00 2.35 5.93 104.63 3.00 2.50 6.30 111.23 3.00 2.66 6.62 115.95 3.00 2.81 6.89 117.89 3.00 3.00 7.07 117.89 3.00 ROUTE MCUNGE ID=76 HYD=RTE.C INFLOW ID=20 DT=0.0 L=1020 NS=0 SLOPE=0.027 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 INFLOW END= 248 TABLE PTS= 19 DT= .100000 QMED= 12.18 CKMED= 14.7527 WIDTH MED= 2.50 NREACH= 1 DX= 1020.00 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .094 .0 2.83 1.93 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .16 .1 .6 .069 1.3 6.73 4.09 2.376 .002 .999 .408 -.407 .1 .999 .242 -.241 .31 .4 2.5 .044 1.8 9.29 6.38 3.279 .005 .998 .533 -.531 1.4 .998 .463 -.461 .47 .7 5.8 .034 2.2 11.76 8.22 4.152 .008 .997 .612 -.609 4.0 .997 .576 -.573 .63 1.1 10.4 .029 2.4 13.85 9.77 4.887 .011 .996 .661 -.657 8.0 .996 .639 -.635 .78 1.5 16.3 .025 2.6 15.62 11.12 5.514 .014 .996 .694 -.689 13.2 .996 .679 -.675 .94 1.9 23.2 .023 2.8 17.13 12.31 6.046 .018 .995 .717 -.712 19.7 .995 .706 -.702 1.09 2.3 31.1 .021 2.9 18.40 13.35 6.494 .021 .994 .734 -.728 27.1 .995 .726 -.721 1.25 2.8 39.8 .020 3.0 19.44 14.27 6.861 .025 .994 .746 -.740 35.4 .994 .741 -.735 1.41 3.3 49.1 .019 3.0 20.26 15.08 7.149 .029 .993 .755 -.748 44.4 .993 .752 -.745 1.56 3.7 58.7 .018 3.0 20.82 15.77 7.349 .034 .992 .761 -.753 53.9 .992 .759 -.752 1.72 4.2 68.6 .017 3.0 20.96 16.36 7.396 .040 .991 .763 -.754 63.6 .991 .763 -.754 1.88 4.7 78.4 .017 3.0 20.56 16.85 7.258 .046 .989 .759 -.748 73.4 .990 .762 -.752 2.03 5.1 87.8 .016 3.0 19.59 17.23 6.915 .054 .986 .749 -.735 83.1 .988 .755 -.743 2.19 5.5 96.7 .016 3.0 17.96 17.50 6.338 .065 .982 .730 -.712 92.3 .985 .741 -.726 2.35 5.9 104.6 .016 3.0 15.54 17.65 5.483 .082 .975 .695 -.671 100.7 .980 .716 -.696 2.50 6.3 111.2 .016 3.0 12.10 17.66 4.269 .111 .959 .628 -.587 107.9 .969 .670 -.639 2.66 6.6 116.0 .016 3.0 7.09 17.51 2.501 .198 .893 .459 -.352 113.6 .942 .574 -.515 2.81 6.9 117.9 .017 3.0 4.04 17.12 1.425 .353 .746 .280 -.026 116.9 .756 .286 -.042 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 3 OCCURRED 7 TIMES. AVERAGE NUMBER ITERATIONS = 1.0492 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .094 .0 2.83 1.93 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .16 .1 .6 .069 1.3 2.85 4.09 1.005 .005 .995 .005 .000 .1 .998 .002 .000 .31 .4 2.5 .044 1.8 2.88 6.38 1.017 .017 .983 .017 .000 1.4 .989 .011 .000 .47 .7 5.8 .034 2.2 2.93 8.22 1.033 .033 .968 .032 .000 4.0 .976 .024 .000 .63 1.1 10.4 .029 2.4 2.98 9.77 1.052 .052 .950 .050 .000 8.0 .959 .041 .000 .78 1.5 16.3 .025 2.6 3.04 11.12 1.074 .074 .931 .069 .000 13.2 .941 .059 .000 .94 1.9 23.2 .023 2.8 3.11 12.31 1.098 .098 .911 .089 .000 19.7 .921 .079 .000 1.09 2.3 31.1 .021 2.9 3.18 13.35 1.123 .123 .890 .110 .000 27.1 .901 .099 .000 1.25 2.8 39.8 .020 3.0 3.26 14.27 1.150 .150 .870 .130 .000 35.4 .880 .120 .000 1.41 3.3 49.1 .019 3.0 3.34 15.08 1.178 .178 .849 .151 .000 44.4 .859 .141 .000 1.56 3.7 58.7 .018 3.0 3.42 15.77 1.208 .208 .828 .172 .000 53.9 .838 .162 .000 1.72 4.2 68.6 .017 3.0 3.50 16.36 1.237 .237 .808 .192 .000 63.6 .818 .182 .000 1.88 4.7 78.4 .017 3.0 3.58 16.85 1.265 .265 .791 .209 .000 73.4 .799 .201 .000 2.03 5.1 87.8 .016 3.0 3.66 17.23 1.291 .291 .775 .225 .000 83.1 .783 .217 .000 2.19 5.5 96.7 .016 3.0 3.72 17.50 1.314 .314 .761 .239 .000 92.3 .768 .232 .000 2.35 5.9 104.6 .016 3.0 3.78 17.65 1.335 .335 .749 .251 .000 100.7 .755 .245 .000 2.50 6.3 111.2 .016 3.0 3.83 17.66 1.352 .352 .740 .260 .000 107.9 .744 .256 .000 2.66 6.6 116.0 .016 3.0 3.86 17.51 1.363 .363 .733 .267 .000 113.6 .737 .263 .000 2.81 6.9 117.9 .017 3.0 3.88 17.12 1.368 .368 .731 .269 .000 116.9 .732 .268 .000 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 3 OCCURRED 3 TIMES. AVERAGE NUMBER ITERATIONS = 1.0357 Equations solved with two passes: first using the Ponce correction to C1, second using the Fread correction to C1, C2 and C3 * PRINT HYD ID=76 CODE=0 HYDROGRAPH FROM AREA RTE.C TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.100 .1 10.200 .1 15.300 .1 20.400 .1 .100 .0 5.200 .1 10.300 .1 15.400 .1 20.500 .1 .200 .0 5.300 .1 10.400 .1 15.500 .1 20.600 .1 .300 .0 5.400 .1 10.500 .1 15.600 .1 20.700 .1 .400 .0 5.500 .1 10.600 .1 15.700 .1 20.800 .1 .500 .0 5.600 .1 10.700 .1 15.800 .1 20.900 .1 .600 .0 5.700 .1 10.800 .1 15.900 .1 21.000 .1 .700 .0 5.800 .1 10.900 .1 16.000 .1 21.100 .1 .800 .0 5.900 .1 11.000 .1 16.100 .1 21.200 .1 .900 .0 6.000 .1 11.100 .1 16.200 .1 21.300 .1 1.000 .0 6.100 .1 11.200 .1 16.300 .1 21.400 .1 1.100 .0 6.200 .2 11.300 .1 16.400 .1 21.500 .1 1.200 .1 6.300 .2 11.400 .1 16.500 .1 21.600 .1 1.300 1.7 6.400 .2 11.500 .1 16.600 .1 21.700 .1 1.400 6.9 6.500 .2 11.600 .1 16.700 .1 21.800 .1 1.500 21.0 6.600 .2 11.700 .1 16.800 .1 21.900 .1 1.600 23.7 6.700 .2 11.800 .1 16.900 .1 22.000 .1 1.700 16.5 6.800 .2 11.900 .1 17.000 .1 22.100 .1 1.800 10.9 6.900 .2 12.000 .1 17.100 .1 22.200 .1 1.900 7.9 7.000 .2 12.100 .1 17.200 .1 22.300 .1 2.000 6.1 7.100 .2 12.200 .1 17.300 .1 22.400 .1 2.100 4.9 7.200 .2 12.300 .1 17.400 .1 22.500 .1 2.200 3.0 7.300 .2 12.400 .1 17.500 .1 22.600 .1 2.300 1.7 7.400 .1 12.500 .1 17.600 .1 22.700 .1 2.400 1.2 7.500 .1 12.600 .1 17.700 .1 22.800 .1 2.500 .9 7.600 .1 12.700 .1 17.800 .1 22.900 .1 2.600 .7 7.700 .1 12.800 .1 17.900 .1 23.000 .1 2.700 .6 7.800 .1 12.900 .1 18.000 .1 23.100 .1 2.800 .5 7.900 .1 13.000 .1 18.100 .1 23.200 .1 2.900 .4 8.000 .1 13.100 .1 18.200 .1 23.300 .1 3.000 .3 8.100 .1 13.200 .1 18.300 .1 23.400 .1 3.100 .3 8.200 .1 13.300 .1 18.400 .1 23.500 .1 3.200 .2 8.300 .1 13.400 .1 18.500 .1 23.600 .1 3.300 .2 8.400 .1 13.500 .1 18.600 .1 23.700 .1 3.400 .2 8.500 .1 13.600 .1 18.700 .1 23.800 .1 3.500 .2 8.600 .1 13.700 .1 18.800 .1 23.900 .1 3.600 .2 8.700 .1 13.800 .1 18.900 .1 24.000 .1 3.700 .1 8.800 .1 13.900 .1 19.000 .1 24.100 .1 3.800 .1 8.900 .1 14.000 .1 19.100 .1 24.200 .0 3.900 .1 9.000 .1 14.100 .1 19.200 .1 24.300 .0 4.000 .1 9.100 .1 14.200 .1 19.300 .1 24.400 .0 4.100 .1 9.200 .1 14.300 .1 19.400 .1 24.500 .0 4.200 .1 9.300 .1 14.400 .1 19.500 .1 24.600 .0 4.300 .1 9.400 .1 14.500 .1 19.600 .1 24.700 .0 4.400 .1 9.500 .1 14.600 .1 19.700 .1 24.800 .0 4.500 .1 9.600 .1 14.700 .1 19.800 .1 24.900 .0 4.600 .1 9.700 .1 14.800 .1 19.900 .1 25.000 .0 4.700 .1 9.800 .1 14.900 .1 20.000 .1 4.800 .1 9.900 .1 15.000 .1 20.100 .1 4.900 .1 10.000 .1 15.100 .1 20.200 .1 5.000 .1 10.100 .1 15.200 .1 20.300 .1 RUNOFF VOLUME = 1.60827 INCHES = 1.0962 ACRE-FEET PEAK DISCHARGE RATE = 23.74 CFS AT 1.600 HOURS BASIN AREA = .0128 SQ. MI. * * ******SANTA FE UNIT 1******* * COMPUTE NM HYD ID=20 HYD NO=BASIN.F1 DA=.02208 SQ MI %A=0 %B=21.7 %C=21.8 %D=56.5 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 49.364 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .012475 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118228HR TP = .133000HR K/TP RATIO = .888929 SHAPE CONSTANT, N = 3.990137 UNIT PEAK = 25.602 CFS UNIT VOLUME = 1.007 B = 354.51 P60 = 1.8400 AREA = .009605 SQ MI IA = .42483 INCHES INF = 1.03952 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=20 CODE=10 HYDROGRAPH FROM AREA BASIN.F1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .3 10.000 .2 15.000 .2 20.000 .2 1.000 .0 6.000 .3 11.000 .2 16.000 .2 21.000 .2 2.000 9.2 7.000 .3 12.000 .2 17.000 .2 22.000 .2 3.000 .5 8.000 .3 13.000 .2 18.000 .2 23.000 .1 4.000 .2 9.000 .3 14.000 .2 19.000 .2 24.000 .1 RUNOFF VOLUME = 1.71939 INCHES = 2.0247 ACRE-FEET PEAK DISCHARGE RATE = 43.39 CFS AT 1.500 HOURS BASIN AREA = .0221 SQ. MI. * ADD HYD ID=77 HYD=C.F1 ID I=76 II=20 PRINT HYD ID=77 CODE=10 HYDROGRAPH FROM AREA C.F1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 .4 12.000 .3 18.000 .3 24.000 .2 1.000 .0 7.000 .5 13.000 .3 19.000 .3 25.000 .0 2.000 15.3 8.000 .4 14.000 .3 20.000 .2 3.000 .8 9.000 .4 15.000 .3 21.000 .2 4.000 .4 10.000 .4 16.000 .3 22.000 .2 5.000 .4 11.000 .4 17.000 .3 23.000 .2 RUNOFF VOLUME = 1.67860 INCHES = 3.1208 ACRE-FEET PEAK DISCHARGE RATE = 64.42 CFS AT 1.500 HOURS BASIN AREA = .0349 SQ. MI. * * *****UNIVERSE BLVD****** * COMPUTE NM HYD ID=21 HYD NO=BASIN.F2 DA=.00573 SQ MI %A=0 %B=5.0 %C=5.0 %D=90.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 20.406 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .005157 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 1.5270 CFS UNIT VOLUME = .9989 B = 354.44 P60 = 1.8400 AREA = .000573 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=21 CODE=10 HYDROGRAPH FROM AREA BASIN.F2 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .1 10.000 .1 15.000 .1 20.000 .1 1.000 .0 6.000 .1 11.000 .1 16.000 .1 21.000 .1 2.000 3.4 7.000 .1 12.000 .1 17.000 .1 22.000 .1 3.000 .2 8.000 .1 13.000 .1 18.000 .1 23.000 .1 4.000 .1 9.000 .1 14.000 .1 19.000 .1 24.000 .1 RUNOFF VOLUME = 2.26512 INCHES = .6922 ACRE-FEET PEAK DISCHARGE RATE = 13.02 CFS AT 1.500 HOURS BASIN AREA = .0057 SQ. MI. * ADD HYD ID=78 HYD=CF1.F2 ID I=77 II=21 PRINT HYD ID=78 CODE=10 HYDROGRAPH FROM AREA CF1.F2 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 .6 12.000 .4 18.000 .3 24.000 .3 1.000 .0 7.000 .6 13.000 .4 19.000 .3 25.000 .0 2.000 18.7 8.000 .5 14.000 .4 20.000 .3 3.000 1.0 9.000 .5 15.000 .4 21.000 .3 4.000 .5 10.000 .5 16.000 .4 22.000 .3 5.000 .5 11.000 .5 17.000 .3 23.000 .3 RUNOFF VOLUME = 1.76139 INCHES = 3.8130 ACRE-FEET PEAK DISCHARGE RATE = 77.44 CFS AT 1.500 HOURS BASIN AREA = .0406 SQ. MI. * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.023 DIA=3.0 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .16 .14 .53 1.33 .31 .39 2.30 1.83 .47 .71 5.35 2.18 .63 1.07 9.63 2.44 .78 1.46 15.04 2.63 .94 1.89 21.45 2.78 1.09 2.33 28.74 2.89 1.25 2.79 36.75 2.96 1.41 3.26 45.30 2.99 1.56 3.72 54.22 3.00 1.72 4.19 63.30 3.00 1.88 4.65 72.33 3.00 2.03 5.10 81.06 3.00 2.19 5.53 89.25 3.00 2.35 5.93 96.57 3.00 2.50 6.30 102.66 3.00 2.66 6.62 107.02 3.00 2.81 6.89 108.81 3.00 3.00 7.07 108.81 3.00 ROUTE MCUNGE ID=79 HYD=RTE.CF1F2 INFLOW ID=78 DT=0.0 L=1560 NS=0 SLOPE=0.023 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 INFLOW END= 251 TABLE PTS= 19 DT= .100000 QMED= 38.72 CKMED= 18.3657 WIDTH MED= 2.97 NREACH= 1 DX= 1560.00 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .156 .0 4.33 1.78 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .16 .1 .5 .115 1.3 6.21 3.78 1.434 .002 .999 .179 -.177 .1 1.000 .028 -.028 .31 .4 2.3 .074 1.8 8.58 5.89 1.979 .004 .997 .330 -.327 1.3 .998 .244 -.241 .47 .7 5.4 .057 2.2 10.86 7.59 2.505 .006 .996 .430 -.427 3.7 .997 .384 -.381 .63 1.1 9.6 .048 2.4 12.78 9.02 2.949 .009 .996 .495 -.490 7.4 .996 .465 -.461 .78 1.5 15.0 .042 2.6 14.42 10.27 3.327 .011 .995 .539 -.534 12.2 .995 .519 -.514 .94 1.9 21.5 .038 2.8 15.81 11.36 3.649 .014 .994 .571 -.565 18.2 .995 .557 -.551 1.09 2.3 28.7 .035 2.9 16.98 12.32 3.919 .016 .993 .595 -.588 25.0 .994 .584 -.578 1.25 2.8 36.8 .033 3.0 17.94 13.17 4.140 .019 .993 .612 -.605 32.7 .993 .605 -.598 1.41 3.3 45.3 .031 3.0 18.69 13.92 4.314 .023 .992 .625 -.617 41.0 .992 .620 -.612 1.56 3.7 54.2 .030 3.0 19.22 14.56 4.435 .026 .990 .634 -.624 49.7 .991 .631 -.622 1.72 4.2 63.3 .029 3.0 19.34 15.10 4.463 .030 .989 .636 -.625 58.7 .990 .636 -.626 1.88 4.7 72.3 .028 3.0 18.98 15.55 4.380 .035 .987 .631 -.618 67.8 .988 .635 -.623 2.03 5.1 81.1 .027 3.0 18.08 15.90 4.173 .042 .984 .616 -.600 76.7 .986 .625 -.611 2.19 5.5 89.2 .027 3.0 16.57 16.15 3.825 .050 .979 .590 -.569 85.1 .982 .606 -.588 2.35 5.9 96.6 .027 3.0 14.34 16.29 3.309 .063 .971 .542 -.514 92.9 .976 .571 -.547 2.50 6.3 102.7 .027 3.0 11.16 16.30 2.576 .085 .953 .454 -.407 99.6 .965 .508 -.473 2.66 6.6 107.0 .027 3.0 6.54 16.16 1.509 .152 .886 .248 -.134 104.9 .935 .385 -.320 2.81 6.9 108.8 .027 3.0 3.73 15.80 .860 .271 .745 .062 .193 107.9 .755 .067 .178 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 4 OCCURRED 1 TIMES. AVERAGE NUMBER ITERATIONS = 1.0662 Equations solved using the Ponce correction to C2 * PRINT HYD ID=79 CODE=0 HYDROGRAPH FROM AREA RTE.CF1F2 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.100 .5 10.200 .5 15.300 .4 20.400 .3 .100 .0 5.200 .5 10.300 .5 15.400 .4 20.500 .3 .200 .0 5.300 .5 10.400 .5 15.500 .4 20.600 .3 .300 .0 5.400 .5 10.500 .5 15.600 .4 20.700 .3 .400 .0 5.500 .5 10.600 .5 15.700 .4 20.800 .3 .500 .0 5.600 .5 10.700 .5 15.800 .4 20.900 .3 .600 .0 5.700 .5 10.800 .5 15.900 .4 21.000 .3 .700 .0 5.800 .5 10.900 .5 16.000 .4 21.100 .3 .800 .0 5.900 .5 11.000 .5 16.100 .4 21.200 .3 .900 .0 6.000 .6 11.100 .5 16.200 .4 21.300 .3 1.000 .0 6.100 .6 11.200 .5 16.300 .4 21.400 .3 1.100 .0 6.200 .6 11.300 .4 16.400 .4 21.500 .3 1.200 1.5 6.300 .6 11.400 .4 16.500 .4 21.600 .3 1.300 13.1 6.400 .6 11.500 .4 16.600 .4 21.700 .3 1.400 45.0 6.500 .6 11.600 .4 16.700 .4 21.800 .3 1.500 76.9 6.600 .6 11.700 .4 16.800 .4 21.900 .3 1.600 68.5 6.700 .6 11.800 .4 16.900 .4 22.000 .3 1.700 46.4 6.800 .6 11.900 .4 17.000 .4 22.100 .3 1.800 32.7 6.900 .6 12.000 .4 17.100 .3 22.200 .3 1.900 24.8 7.000 .6 12.100 .4 17.200 .3 22.300 .3 2.000 19.8 7.100 .6 12.200 .4 17.300 .3 22.400 .3 2.100 14.6 7.200 .6 12.300 .4 17.400 .3 22.500 .3 2.200 8.7 7.300 .6 12.400 .4 17.500 .3 22.600 .3 2.300 5.5 7.400 .6 12.500 .4 17.600 .3 22.700 .3 2.400 4.0 7.500 .6 12.600 .4 17.700 .3 22.800 .3 2.500 3.1 7.600 .6 12.700 .4 17.800 .3 22.900 .3 2.600 2.4 7.700 .6 12.800 .4 17.900 .3 23.000 .3 2.700 1.9 7.800 .5 12.900 .4 18.000 .3 23.100 .3 2.800 1.5 7.900 .5 13.000 .4 18.100 .3 23.200 .3 2.900 1.3 8.000 .5 13.100 .4 18.200 .3 23.300 .3 3.000 1.1 8.100 .5 13.200 .4 18.300 .3 23.400 .3 3.100 .9 8.200 .5 13.300 .4 18.400 .3 23.500 .3 3.200 .8 8.300 .5 13.400 .4 18.500 .3 23.600 .3 3.300 .7 8.400 .5 13.500 .4 18.600 .3 23.700 .3 3.400 .7 8.500 .5 13.600 .4 18.700 .3 23.800 .3 3.500 .6 8.600 .5 13.700 .4 18.800 .3 23.900 .3 3.600 .6 8.700 .5 13.800 .4 18.900 .3 24.000 .3 3.700 .6 8.800 .5 13.900 .4 19.000 .3 24.100 .3 3.800 .5 8.900 .5 14.000 .4 19.100 .3 24.200 .2 3.900 .5 9.000 .5 14.100 .4 19.200 .3 24.300 .1 4.000 .5 9.100 .5 14.200 .4 19.300 .3 24.400 .0 4.100 .5 9.200 .5 14.300 .4 19.400 .3 24.500 .0 4.200 .5 9.300 .5 14.400 .4 19.500 .3 24.600 .0 4.300 .5 9.400 .5 14.500 .4 19.600 .3 24.700 .0 4.400 .5 9.500 .5 14.600 .4 19.700 .3 24.800 .0 4.500 .5 9.600 .5 14.700 .4 19.800 .3 24.900 .0 4.600 .5 9.700 .5 14.800 .4 19.900 .3 25.000 .0 4.700 .5 9.800 .5 14.900 .4 20.000 .3 25.100 .0 4.800 .5 9.900 .5 15.000 .4 20.100 .3 4.900 .5 10.000 .5 15.100 .4 20.200 .3 5.000 .5 10.100 .5 15.200 .4 20.300 .3 RUNOFF VOLUME = 1.76280 INCHES = 3.8161 ACRE-FEET PEAK DISCHARGE RATE = 76.94 CFS AT 1.500 HOURS BASIN AREA = .0406 SQ. MI. * * *****TAOS AT THE TRAILS**** * COMPUTE NM HYD ID=22 HYD NO=BASIN.F3 DA=.03563 SQ MI %A=0 %B=21.7 %C=21.8 %D=56.5 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 79.657 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .020131 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118228HR TP = .133000HR K/TP RATIO = .888929 SHAPE CONSTANT, N = 3.990137 UNIT PEAK = 41.313 CFS UNIT VOLUME = 1.007 B = 354.51 P60 = 1.8400 AREA = .015499 SQ MI IA = .42483 INCHES INF = 1.03952 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=22 CODE=10 HYDROGRAPH FROM AREA BASIN.F3 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .4 10.000 .4 15.000 .3 20.000 .3 1.000 .0 6.000 .5 11.000 .4 16.000 .3 21.000 .3 2.000 14.9 7.000 .5 12.000 .4 17.000 .3 22.000 .2 3.000 .8 8.000 .4 13.000 .3 18.000 .3 23.000 .2 4.000 .4 9.000 .4 14.000 .3 19.000 .3 24.000 .2 RUNOFF VOLUME = 1.71938 INCHES = 3.2673 ACRE-FEET PEAK DISCHARGE RATE = 70.02 CFS AT 1.500 HOURS BASIN AREA = .0356 SQ. MI. * ADD HYD ID=70 HYD=CF1F2.F3 ID I=79 II=22 PRINT HYD ID=70 CODE=10 HYDROGRAPH FROM AREA CF1F2.F3 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 1.0 12.000 .8 18.000 .6 24.000 .5 1.000 .0 7.000 1.1 13.000 .8 19.000 .6 25.000 .0 2.000 34.7 8.000 1.0 14.000 .7 20.000 .6 3.000 1.9 9.000 .9 15.000 .7 21.000 .6 4.000 .9 10.000 .9 16.000 .7 22.000 .5 5.000 .9 11.000 .8 17.000 .6 23.000 .5 RUNOFF VOLUME = 1.74248 INCHES = 7.0833 ACRE-FEET PEAK DISCHARGE RATE = 146.95 CFS AT 1.500 HOURS BASIN AREA = .0762 SQ. MI. * * ******SANTA FE III******** * COMPUTE NM HYD ID=23 HYD NO=BASIN.F4 DA=.03892 SQ MI %A=0 %B=25.0 %C=25.0 %D=50.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 77.002 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .019460 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 51.860 CFS UNIT VOLUME = 1.007 B = 354.44 P60 = 1.8400 AREA = .019460 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=23 CODE=10 HYDROGRAPH FROM AREA BASIN.F4 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .4 10.000 .4 15.000 .3 20.000 .3 1.000 .0 6.000 .5 11.000 .4 16.000 .3 21.000 .2 2.000 14.9 7.000 .5 12.000 .4 17.000 .3 22.000 .2 3.000 .8 8.000 .4 13.000 .3 18.000 .3 23.000 .2 4.000 .4 9.000 .4 14.000 .3 19.000 .3 24.000 .2 RUNOFF VOLUME = 1.61331 INCHES = 3.3488 ACRE-FEET PEAK DISCHARGE RATE = 74.16 CFS AT 1.500 HOURS BASIN AREA = .0389 SQ. MI. * * ADD HYD ID=71 HYD=CF1F2F3.F4 ID I=70 II=23 PRINT HYD ID=71 CODE=10 HYDROGRAPH FROM AREA CF1F2F3.F4 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 1.5 12.000 1.2 18.000 .9 24.000 .7 1.000 .0 7.000 1.5 13.000 1.1 19.000 .9 25.000 .0 2.000 49.6 8.000 1.4 14.000 1.0 20.000 .8 3.000 2.7 9.000 1.3 15.000 1.0 21.000 .8 4.000 1.3 10.000 1.3 16.000 1.0 22.000 .8 5.000 1.3 11.000 1.2 17.000 .9 23.000 .7 RUNOFF VOLUME = 1.69882 INCHES = 10.4320 ACRE-FEET PEAK DISCHARGE RATE = 221.12 CFS AT 1.500 HOURS BASIN AREA = .1151 SQ. MI. * ADD HYD ID=70 HYD=CF1F2F3F4.D ID I=71 II=75 PRINT HYD ID=70 CODE=10 HYDROGRAPH FROM AREA CF1F2F3F4.D TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 17.6 24.000 2.8 36.000 .0 48.000 .0 1.000 .0 13.000 15.5 25.000 .4 37.000 .0 49.000 .0 2.000 68.9 14.000 13.0 26.000 .3 38.000 .0 50.000 .0 3.000 23.2 15.000 11.2 27.000 .2 39.000 .0 51.000 .0 4.000 21.6 16.000 9.0 28.000 .2 40.000 .0 52.000 .0 5.000 21.3 17.000 7.4 29.000 .1 41.000 .0 53.000 .0 6.000 21.3 18.000 6.4 30.000 .1 42.000 .0 54.000 .0 7.000 21.1 19.000 5.6 31.000 .1 43.000 .0 55.000 .0 8.000 20.8 20.000 5.0 32.000 .1 44.000 .0 56.000 .0 9.000 20.5 21.000 4.1 33.000 .1 45.000 .0 10.000 20.2 22.000 3.5 34.000 .1 46.000 .0 11.000 19.6 23.000 3.0 35.000 .0 47.000 .0 RUNOFF VOLUME = 1.23970 INCHES = 34.6672 ACRE-FEET PEAK DISCHARGE RATE = 235.18 CFS AT 1.500 HOURS BASIN AREA = .5243 SQ. MI. * * * COMPUTE NM HYD ID=24 HYD NO=BASIN.F5 DA=.01852 SQ MI %A=0 %B=12.5 %C=12.5 %D=75.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 54.962 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .013890 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 12.339 CFS UNIT VOLUME = 1.006 B = 354.44 P60 = 1.8400 AREA = .004630 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=24 CODE=10 HYDROGRAPH FROM AREA BASIN.F5 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .3 10.000 .3 15.000 .2 20.000 .2 1.000 .0 6.000 .3 11.000 .3 16.000 .2 21.000 .2 2.000 9.5 7.000 .3 12.000 .3 17.000 .2 22.000 .2 3.000 .5 8.000 .3 13.000 .2 18.000 .2 23.000 .2 4.000 .3 9.000 .3 14.000 .2 19.000 .2 24.000 .2 RUNOFF VOLUME = 2.02070 INCHES = 1.9959 ACRE-FEET PEAK DISCHARGE RATE = 39.52 CFS AT 1.500 HOURS BASIN AREA = .0185 SQ. MI. * * COMPUTE NM HYD ID=25 HYD NO=BASIN.J10 DA=.00628 SQ MI %A=0 %B=5.0 %C=5.0 %D=90.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 22.365 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .005652 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 1.6736 CFS UNIT VOLUME = 1.001 B = 354.44 P60 = 1.8400 AREA = .000628 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=25 CODE=10 HYDROGRAPH FROM AREA BASIN.J10 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .1 10.000 .1 15.000 .1 20.000 .1 1.000 .0 6.000 .1 11.000 .1 16.000 .1 21.000 .1 2.000 3.7 7.000 .1 12.000 .1 17.000 .1 22.000 .1 3.000 .2 8.000 .1 13.000 .1 18.000 .1 23.000 .1 4.000 .1 9.000 .1 14.000 .1 19.000 .1 24.000 .1 RUNOFF VOLUME = 2.26512 INCHES = .7587 ACRE-FEET PEAK DISCHARGE RATE = 14.27 CFS AT 1.500 HOURS BASIN AREA = .0063 SQ. MI. * * COMPUTE NM HYD ID=26 HYD NO=BASIN.J11 DA=.00733 SQ MI %A=0 %B=5.0 %C=5.0 %D=90.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 26.104 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .006597 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 1.9534 CFS UNIT VOLUME = 1.001 B = 354.44 P60 = 1.8400 AREA = .000733 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=26 CODE=10 HYDROGRAPH FROM AREA BASIN.J11 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .1 10.000 .1 15.000 .1 20.000 .1 1.000 .0 6.000 .2 11.000 .1 16.000 .1 21.000 .1 2.000 4.3 7.000 .2 12.000 .1 17.000 .1 22.000 .1 3.000 .2 8.000 .1 13.000 .1 18.000 .1 23.000 .1 4.000 .1 9.000 .1 14.000 .1 19.000 .1 24.000 .1 RUNOFF VOLUME = 2.26512 INCHES = .8855 ACRE-FEET PEAK DISCHARGE RATE = 16.65 CFS AT 1.500 HOURS BASIN AREA = .0073 SQ. MI. * ADD HYD ID=23 HYD=J10.J11 ID I=25 II=26 PRINT HYD ID=23 CODE=10 HYDROGRAPH FROM AREA J10.J11 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .2 10.000 .2 15.000 .2 20.000 .2 1.000 .0 6.000 .3 11.000 .2 16.000 .2 21.000 .2 2.000 8.0 7.000 .3 12.000 .2 17.000 .2 22.000 .2 3.000 .4 8.000 .3 13.000 .2 18.000 .2 23.000 .1 4.000 .2 9.000 .3 14.000 .2 19.000 .2 24.000 .1 RUNOFF VOLUME = 2.26508 INCHES = 1.6441 ACRE-FEET PEAK DISCHARGE RATE = 30.92 CFS AT 1.500 HOURS BASIN AREA = .0136 SQ. MI. * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.004 DIA=3.0 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .16 .14 .22 1.33 .31 .39 .96 1.83 .47 .71 2.23 2.18 .63 1.07 4.02 2.44 .78 1.46 6.27 2.63 .94 1.89 8.95 2.78 1.09 2.33 11.99 2.89 1.25 2.79 15.33 2.96 1.41 3.26 18.89 2.99 1.56 3.72 22.61 3.00 1.72 4.19 26.40 3.00 1.88 4.65 30.16 3.00 2.03 5.10 33.81 3.00 2.19 5.53 37.22 3.00 2.35 5.93 40.27 3.00 2.50 6.30 42.81 3.00 2.66 6.62 44.63 3.00 2.81 6.89 45.38 3.00 3.00 7.07 45.38 3.00 ROUTE MCUNGE ID=10 HYD=RTE.J10J11 INFLOW ID=23 DT=0.0 L=1450 NS=0 SLOPE=0.004 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 INFLOW END= 248 TABLE PTS= 19 DT= .100000 QMED= 15.46 CKMED= 7.6590 WIDTH MED= 2.96 NREACH= 1 DX= 1450.00 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .348 .0 4.03 .74 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .16 .1 .2 .256 1.3 4.00 1.57 .993 .007 .993 .000 .007 .0 .999 .000 .001 .31 .4 1.0 .164 1.8 3.94 2.46 .977 .023 .977 .000 .023 .5 .986 .000 .014 .47 .7 2.2 .127 2.2 4.53 3.16 1.124 .039 .964 .075 -.039 1.5 .968 .019 .013 .63 1.1 4.0 .107 2.4 5.33 3.76 1.323 .053 .955 .158 -.114 3.1 .959 .120 -.079 .78 1.5 6.3 .094 2.6 6.01 4.28 1.493 .068 .947 .219 -.166 5.1 .951 .191 -.142 .94 1.9 8.9 .085 2.8 6.59 4.74 1.637 .084 .938 .265 -.203 7.6 .942 .244 -.187 1.09 2.3 12.0 .078 2.9 7.08 5.14 1.758 .101 .929 .301 -.230 10.4 .934 .285 -.218 1.25 2.8 15.3 .073 3.0 7.48 5.49 1.858 .119 .920 .328 -.248 13.6 .925 .316 -.241 1.41 3.3 18.9 .069 3.0 7.80 5.80 1.936 .140 .909 .350 -.259 17.1 .915 .341 -.255 1.56 3.7 22.6 .066 3.0 8.01 6.07 1.990 .162 .897 .365 -.263 20.7 .904 .359 -.263 1.72 4.2 26.4 .064 3.0 8.07 6.30 2.003 .188 .882 .373 -.255 24.5 .890 .371 -.261 1.88 4.7 30.2 .062 3.0 7.92 6.49 1.965 .219 .862 .372 -.234 28.3 .873 .374 -.247 2.03 5.1 33.8 .061 3.0 7.54 6.63 1.872 .258 .835 .361 -.196 32.0 .851 .368 -.219 2.19 5.5 37.2 .060 3.0 6.91 6.74 1.716 .309 .795 .339 -.134 35.5 .818 .352 -.170 2.35 5.9 40.3 .059 3.0 5.98 6.79 1.485 .387 .730 .304 -.034 38.7 .769 .324 -.093 2.50 6.3 42.8 .059 3.0 4.66 6.80 1.156 .528 .606 .255 .139 41.5 .684 .282 .034 2.66 6.6 44.6 .060 3.0 2.73 6.74 .677 .941 .281 .236 .483 43.7 .503 .234 .263 2.81 6.9 45.4 .061 3.0 1.55 6.59 .386 1.678 -.095 .347 .748 45.0 .091 .292 .617 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 3 OCCURRED 7 TIMES. AVERAGE NUMBER ITERATIONS = 1.0458 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .348 .0 4.03 .74 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .16 .1 .2 .256 1.3 4.00 1.57 .993 .007 .993 .000 .007 .0 .999 .000 .001 .31 .4 1.0 .164 1.8 3.94 2.46 .977 .023 .977 .000 .023 .5 .986 .000 .014 .47 .7 2.2 .127 2.2 4.20 3.16 1.042 .042 .960 .040 .000 1.5 .968 .019 .013 .63 1.1 4.0 .107 2.4 4.29 3.76 1.066 .066 .938 .062 .000 3.1 .949 .051 .000 .78 1.5 6.3 .094 2.6 4.40 4.28 1.093 .093 .915 .085 .000 5.1 .926 .074 .000 .94 1.9 8.9 .085 2.8 4.52 4.74 1.123 .123 .891 .109 .000 7.6 .903 .097 .000 1.09 2.3 12.0 .078 2.9 4.65 5.14 1.154 .154 .867 .133 .000 10.4 .878 .122 .000 1.25 2.8 15.3 .073 3.0 4.78 5.49 1.187 .187 .843 .157 .000 13.6 .854 .146 .000 1.41 3.3 18.9 .069 3.0 4.92 5.80 1.221 .221 .819 .181 .000 17.1 .831 .169 .000 1.56 3.7 22.6 .066 3.0 5.06 6.07 1.257 .257 .796 .204 .000 20.7 .807 .193 .000 1.72 4.2 26.4 .064 3.0 5.20 6.30 1.292 .292 .774 .226 .000 24.5 .785 .215 .000 1.88 4.7 30.2 .062 3.0 5.34 6.49 1.325 .325 .755 .245 .000 28.3 .764 .236 .000 2.03 5.1 33.8 .061 3.0 5.46 6.63 1.356 .356 .738 .262 .000 32.0 .746 .254 .000 2.19 5.5 37.2 .060 3.0 5.57 6.74 1.384 .384 .723 .277 .000 35.5 .730 .270 .000 2.35 5.9 40.3 .059 3.0 5.67 6.79 1.408 .408 .710 .290 .000 38.7 .716 .284 .000 2.50 6.3 42.8 .059 3.0 4.66 6.80 1.156 .528 .606 .255 .139 41.5 .684 .282 .034 2.66 6.6 44.6 .060 3.0 2.73 6.74 .677 .941 .281 .236 .483 43.7 .503 .234 .263 2.81 6.9 45.4 .061 3.0 1.80 6.59 .447 1.447 .000 .309 .691 45.0 .139 .273 .588 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 3 OCCURRED 6 TIMES. AVERAGE NUMBER ITERATIONS = 1.0441 Equations solved with two passes: first using the Ponce correction to C1, second using the Fread correction to C1, C2 and C3 * PRINT HYD ID=10 CODE=0 HYDROGRAPH FROM AREA RTE.J10J11 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.200 .2 10.400 .2 15.600 .2 20.800 .2 .100 .0 5.300 .3 10.500 .2 15.700 .2 20.900 .2 .200 .0 5.400 .3 10.600 .2 15.800 .2 21.000 .2 .300 .0 5.500 .3 10.700 .2 15.900 .2 21.100 .2 .400 .0 5.600 .3 10.800 .2 16.000 .2 21.200 .2 .500 .0 5.700 .3 10.900 .2 16.100 .2 21.300 .2 .600 .0 5.800 .3 11.000 .2 16.200 .2 21.400 .2 .700 .0 5.900 .3 11.100 .2 16.300 .2 21.500 .2 .800 .0 6.000 .3 11.200 .2 16.400 .2 21.600 .2 .900 .0 6.100 .3 11.300 .2 16.500 .2 21.700 .2 1.000 .0 6.200 .3 11.400 .2 16.600 .2 21.800 .2 1.100 .0 6.300 .3 11.500 .2 16.700 .2 21.900 .2 1.200 .2 6.400 .3 11.600 .2 16.800 .2 22.000 .2 1.300 3.7 6.500 .3 11.700 .2 16.900 .2 22.100 .2 1.400 14.2 6.600 .3 11.800 .2 17.000 .2 22.200 .2 1.500 29.0 6.700 .3 11.900 .2 17.100 .2 22.300 .2 1.600 28.7 6.800 .3 12.000 .2 17.200 .2 22.400 .2 1.700 20.0 6.900 .3 12.100 .2 17.300 .2 22.500 .1 1.800 14.3 7.000 .3 12.200 .2 17.400 .2 22.600 .1 1.900 11.4 7.100 .3 12.300 .2 17.500 .2 22.700 .1 2.000 9.4 7.200 .3 12.400 .2 17.600 .2 22.800 .1 2.100 7.7 7.300 .3 12.500 .2 17.700 .2 22.900 .1 2.200 4.6 7.400 .3 12.600 .2 17.800 .2 23.000 .1 2.300 2.6 7.500 .3 12.700 .2 17.900 .2 23.100 .1 2.400 1.8 7.600 .3 12.800 .2 18.000 .2 23.200 .1 2.500 1.4 7.700 .3 12.900 .2 18.100 .2 23.300 .1 2.600 1.1 7.800 .3 13.000 .2 18.200 .2 23.400 .1 2.700 .8 7.900 .3 13.100 .2 18.300 .2 23.500 .1 2.800 .7 8.000 .3 13.200 .2 18.400 .2 23.600 .1 2.900 .6 8.100 .3 13.300 .2 18.500 .2 23.700 .1 3.000 .5 8.200 .3 13.400 .2 18.600 .2 23.800 .1 3.100 .4 8.300 .3 13.500 .2 18.700 .2 23.900 .1 3.200 .4 8.400 .3 13.600 .2 18.800 .2 24.000 .1 3.300 .3 8.500 .3 13.700 .2 18.900 .2 24.100 .1 3.400 .3 8.600 .3 13.800 .2 19.000 .2 24.200 .1 3.500 .3 8.700 .3 13.900 .2 19.100 .2 24.300 .0 3.600 .3 8.800 .3 14.000 .2 19.200 .2 24.400 .0 3.700 .3 8.900 .3 14.100 .2 19.300 .2 24.500 .0 3.800 .3 9.000 .3 14.200 .2 19.400 .2 24.600 .0 3.900 .3 9.100 .3 14.300 .2 19.500 .2 24.700 .0 4.000 .2 9.200 .3 14.400 .2 19.600 .2 24.800 .0 4.100 .2 9.300 .3 14.500 .2 19.700 .2 24.900 .0 4.200 .2 9.400 .3 14.600 .2 19.800 .2 25.000 .0 4.300 .2 9.500 .3 14.700 .2 19.900 .2 25.100 .0 4.400 .2 9.600 .2 14.800 .2 20.000 .2 25.200 .0 4.500 .2 9.700 .3 14.900 .2 20.100 .2 25.300 .0 4.600 .2 9.800 .2 15.000 .2 20.200 .2 25.400 .0 4.700 .2 9.900 .2 15.100 .2 20.300 .2 25.500 .0 4.800 .2 10.000 .2 15.200 .2 20.400 .2 25.600 .0 4.900 .2 10.100 .2 15.300 .2 20.500 .2 5.000 .2 10.200 .2 15.400 .2 20.600 .2 5.100 .2 10.300 .2 15.500 .2 20.700 .2 RUNOFF VOLUME = 2.25104 INCHES = 1.6339 ACRE-FEET PEAK DISCHARGE RATE = 29.01 CFS AT 1.500 HOURS BASIN AREA = .0136 SQ. MI. * * * COMPUTE NM HYD ID=26 HYD NO=BASIN.F7 DA=.01097 SQ MI %A=0.0 %B=7.5 %C=7.5 %D=85.0 TP=-.1333 HR RAIN=-1 K = .072649HR TP = .133300HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 36.814 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .009325 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118524HR TP = .133300HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 4.3753 CFS UNIT VOLUME = 1.004 B = 354.44 P60 = 1.8400 AREA = .001646 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=26 CODE=10 HYDROGRAPH FROM AREA BASIN.F7 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .2 10.000 .2 15.000 .1 20.000 .1 1.000 .0 6.000 .2 11.000 .2 16.000 .1 21.000 .1 2.000 6.2 7.000 .2 12.000 .2 17.000 .1 22.000 .1 3.000 .3 8.000 .2 13.000 .2 18.000 .1 23.000 .1 4.000 .2 9.000 .2 14.000 .2 19.000 .1 24.000 .1 RUNOFF VOLUME = 2.18365 INCHES = 1.2776 ACRE-FEET PEAK DISCHARGE RATE = 24.42 CFS AT 1.500 HOURS BASIN AREA = .0110 SQ. MI. * * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.004 DIA=3.5 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .18 .19 .33 1.56 .36 .53 1.45 2.14 .55 .96 3.37 2.54 .73 1.45 6.06 2.84 .91 1.99 9.46 3.07 1.09 2.57 13.50 3.25 1.28 3.17 18.08 3.37 1.46 3.80 23.12 3.45 1.64 4.43 28.50 3.49 1.82 5.07 34.11 3.50 2.01 5.70 39.82 3.50 2.19 6.33 45.50 3.50 2.37 6.94 50.99 3.50 2.55 7.52 56.14 3.50 2.74 8.07 60.75 3.50 2.92 8.57 64.58 3.50 3.10 9.01 67.32 3.50 3.28 9.37 68.45 3.50 3.50 9.62 68.45 3.50 ROUTE MCUNGE ID=74 HYD=RTE.F7 INFLOW ID=26 DT=0.0 L=500 NS=0 SLOPE=0.004 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 INFLOW END= 249 TABLE PTS= 19 DT= .100000 QMED= 12.21 CKMED= 6.9976 WIDTH MED= 3.19 NREACH= 1 DX= 500.00 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .108 .0 1.39 .82 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .18 .2 .3 .080 1.6 2.87 1.75 2.068 .037 .976 .356 -.332 .1 .986 .181 -.167 .36 .5 1.4 .051 2.1 3.96 2.72 2.853 .085 .957 .492 -.449 .8 .962 .417 -.379 .55 1.0 3.4 .040 2.5 5.02 3.51 3.613 .132 .944 .578 -.523 2.3 .949 .539 -.488 .73 1.5 6.1 .033 2.8 5.91 4.17 4.253 .180 .934 .632 -.566 4.6 .938 .608 -.546 .91 2.0 9.5 .029 3.1 6.66 4.74 4.798 .231 .923 .668 -.592 7.7 .928 .652 -.580 1.09 2.6 13.5 .026 3.2 7.31 5.25 5.261 .285 .913 .694 -.608 11.4 .918 .683 -.601 1.28 3.2 18.1 .024 3.4 7.85 5.70 5.651 .342 .902 .714 -.616 15.7 .908 .705 -.613 1.46 3.8 23.1 .023 3.5 8.29 6.09 5.970 .404 .890 .729 -.619 20.6 .897 .722 -.619 1.64 4.4 28.5 .022 3.5 8.64 6.43 6.221 .472 .877 .740 -.617 25.8 .884 .735 -.620 1.82 5.1 34.1 .021 3.5 8.88 6.73 6.395 .549 .862 .748 -.610 31.3 .870 .745 -.615 2.01 5.7 39.8 .020 3.5 8.94 6.98 6.436 .636 .842 .752 -.595 36.9 .853 .751 -.604 2.19 6.3 45.5 .019 3.5 8.77 7.19 6.316 .741 .816 .752 -.568 42.6 .831 .753 -.583 2.37 6.9 51.0 .019 3.5 8.36 7.35 6.017 .872 .779 .746 -.525 48.2 .800 .750 -.550 2.55 7.5 56.1 .019 3.5 7.66 7.47 5.515 1.047 .723 .736 -.459 53.6 .755 .742 -.497 2.74 8.1 60.7 .018 3.5 6.63 7.53 4.771 1.310 .630 .718 -.348 58.4 .685 .728 -.413 2.92 8.6 64.6 .018 3.5 5.16 7.53 3.715 1.788 .450 .692 -.143 62.7 .562 .706 -.269 3.10 9.0 67.3 .019 3.5 3.02 7.47 2.176 3.182 -.001 .685 .316 66.0 .302 .682 .016 3.28 9.4 68.4 .019 3.5 1.72 7.30 1.240 5.677 -.434 .747 .687 67.9 -.220 .717 .504 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 3 OCCURRED 7 TIMES. AVERAGE NUMBER ITERATIONS = 1.0526 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .108 .0 1.39 .82 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .18 .2 .3 .080 1.6 1.49 1.75 1.072 .072 .933 .067 .000 .1 .977 .023 .000 .36 .5 1.4 .051 2.1 1.67 2.72 1.203 .203 .831 .169 .000 .8 .880 .120 .000 .55 1.0 3.4 .040 2.5 1.88 3.51 1.353 .353 .739 .261 .000 2.3 .782 .218 .000 .73 1.5 6.1 .033 2.8 2.10 4.17 1.508 .508 .663 .337 .000 4.6 .698 .302 .000 .91 2.0 9.5 .029 3.1 2.31 4.74 1.665 .665 .600 .400 .000 7.7 .629 .371 .000 1.09 2.6 13.5 .026 3.2 2.53 5.25 1.822 .822 .549 .451 .000 11.4 .573 .427 .000 1.28 3.2 18.1 .024 3.4 2.75 5.70 1.977 .977 .506 .494 .000 15.7 .526 .474 .000 1.46 3.8 23.1 .023 3.5 2.96 6.09 2.131 1.131 .469 .531 .000 20.6 .486 .514 .000 1.64 4.4 28.5 .022 3.5 3.17 6.43 2.285 1.285 .438 .562 .000 25.8 .453 .547 .000 1.82 5.1 34.1 .021 3.5 3.39 6.73 2.439 1.439 .410 .590 .000 31.3 .423 .577 .000 2.01 5.7 39.8 .020 3.5 3.59 6.98 2.585 1.585 .387 .613 .000 36.9 .398 .602 .000 2.19 6.3 45.5 .019 3.5 3.78 7.19 2.720 1.720 .368 .632 .000 42.6 .377 .623 .000 2.37 6.9 51.0 .019 3.5 3.95 7.35 2.844 1.844 .352 .648 .000 48.2 .359 .641 .000 2.55 7.5 56.1 .019 3.5 4.10 7.47 2.954 1.954 .338 .662 .000 53.6 .345 .655 .000 2.74 8.1 60.7 .018 3.5 4.23 7.53 3.049 2.049 .328 .672 .000 58.4 .333 .667 .000 2.92 8.6 64.6 .018 3.5 4.34 7.53 3.125 2.125 .320 .680 .000 62.7 .324 .676 .000 3.10 9.0 67.3 .019 3.5 3.03 7.47 2.179 3.179 .000 .685 .315 66.0 .302 .682 .016 3.28 9.4 68.4 .019 3.5 3.06 7.30 2.200 3.200 .000 .688 .312 67.9 .000 .686 .314 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 3 OCCURRED 6 TIMES. AVERAGE NUMBER ITERATIONS = 1.0441 Equations solved with two passes: first using the Ponce correction to C1, second using the Fread correction to C1, C2 and C3 * PRINT HYD ID=74 CODE=0 HYDROGRAPH FROM AREA RTE.F7 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.100 .2 10.200 .2 15.300 .1 20.400 .1 .100 .0 5.200 .2 10.300 .2 15.400 .1 20.500 .1 .200 .0 5.300 .2 10.400 .2 15.500 .1 20.600 .1 .300 .0 5.400 .2 10.500 .2 15.600 .1 20.700 .1 .400 .0 5.500 .2 10.600 .2 15.700 .1 20.800 .1 .500 .0 5.600 .2 10.700 .2 15.800 .1 20.900 .1 .600 .0 5.700 .2 10.800 .2 15.900 .1 21.000 .1 .700 .0 5.800 .2 10.900 .2 16.000 .1 21.100 .1 .800 .0 5.900 .2 11.000 .2 16.100 .1 21.200 .1 .900 .0 6.000 .2 11.100 .2 16.200 .1 21.300 .1 1.000 .0 6.100 .2 11.200 .2 16.300 .1 21.400 .1 1.100 .0 6.200 .2 11.300 .2 16.400 .1 21.500 .1 1.200 .4 6.300 .2 11.400 .2 16.500 .1 21.600 .1 1.300 4.2 6.400 .2 11.500 .2 16.600 .1 21.700 .1 1.400 14.8 6.500 .2 11.600 .2 16.700 .1 21.800 .1 1.500 23.4 6.600 .2 11.700 .2 16.800 .1 21.900 .1 1.600 20.5 6.700 .2 11.800 .2 16.900 .1 22.000 .1 1.700 14.4 6.800 .2 11.900 .2 17.000 .1 22.100 .1 1.800 10.5 6.900 .2 12.000 .2 17.100 .1 22.200 .1 1.900 8.5 7.000 .2 12.100 .2 17.200 .1 22.300 .1 2.000 7.0 7.100 .2 12.200 .2 17.300 .1 22.400 .1 2.100 5.4 7.200 .2 12.300 .2 17.400 .1 22.500 .1 2.200 3.2 7.300 .2 12.400 .2 17.500 .1 22.600 .1 2.300 1.9 7.400 .2 12.500 .2 17.600 .1 22.700 .1 2.400 1.4 7.500 .2 12.600 .2 17.700 .1 22.800 .1 2.500 1.0 7.600 .2 12.700 .2 17.800 .1 22.900 .1 2.600 .8 7.700 .2 12.800 .2 17.900 .1 23.000 .1 2.700 .6 7.800 .2 12.900 .2 18.000 .1 23.100 .1 2.800 .5 7.900 .2 13.000 .2 18.100 .1 23.200 .1 2.900 .4 8.000 .2 13.100 .2 18.200 .1 23.300 .1 3.000 .4 8.100 .2 13.200 .2 18.300 .1 23.400 .1 3.100 .3 8.200 .2 13.300 .2 18.400 .1 23.500 .1 3.200 .3 8.300 .2 13.400 .2 18.500 .1 23.600 .1 3.300 .3 8.400 .2 13.500 .2 18.600 .1 23.700 .1 3.400 .2 8.500 .2 13.600 .2 18.700 .1 23.800 .1 3.500 .2 8.600 .2 13.700 .2 18.800 .1 23.900 .1 3.600 .2 8.700 .2 13.800 .2 18.900 .1 24.000 .1 3.700 .2 8.800 .2 13.900 .2 19.000 .1 24.100 .1 3.800 .2 8.900 .2 14.000 .2 19.100 .1 24.200 .1 3.900 .2 9.000 .2 14.100 .2 19.200 .1 24.300 .0 4.000 .2 9.100 .2 14.200 .2 19.300 .1 24.400 .0 4.100 .2 9.200 .2 14.300 .2 19.400 .1 24.500 .0 4.200 .2 9.300 .2 14.400 .2 19.500 .1 24.600 .0 4.300 .2 9.400 .2 14.500 .2 19.600 .1 24.700 .0 4.400 .2 9.500 .2 14.600 .2 19.700 .1 24.800 .0 4.500 .2 9.600 .2 14.700 .2 19.800 .1 24.900 .0 4.600 .2 9.700 .2 14.800 .1 19.900 .1 25.000 .0 4.700 .2 9.800 .2 14.900 .1 20.000 .1 4.800 .2 9.900 .2 15.000 .1 20.100 .1 4.900 .2 10.000 .2 15.100 .1 20.200 .1 5.000 .2 10.100 .2 15.200 .1 20.300 .1 RUNOFF VOLUME = 2.16910 INCHES = 1.2691 ACRE-FEET PEAK DISCHARGE RATE = 23.37 CFS AT 1.500 HOURS BASIN AREA = .0110 SQ. MI. * * ADD HYD ID=75 HYD=F7.F5 ID I=74 II=24 PRINT HYD ID=75 CODE=10 HYDROGRAPH FROM AREA F7.F5 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 .5 12.000 .4 18.000 .3 24.000 .3 1.000 .0 7.000 .6 13.000 .4 19.000 .3 25.000 .0 2.000 16.5 8.000 .5 14.000 .4 20.000 .3 3.000 .9 9.000 .5 15.000 .4 21.000 .3 4.000 .5 10.000 .5 16.000 .4 22.000 .3 5.000 .5 11.000 .4 17.000 .3 23.000 .3 RUNOFF VOLUME = 2.07585 INCHES = 3.2649 ACRE-FEET PEAK DISCHARGE RATE = 62.89 CFS AT 1.500 HOURS BASIN AREA = .0295 SQ. MI. * * ROUTE RESERVOIR ID=51 HYD=POND.F5 INFLOW ID=75 CODE=5 OUTFLOW STORAGE DEPTH 0 0 5421 3.00 0.1993 5422 7.00 0.4325 5423 11.00 0.7053 5424 15.00 1.0245 5425 20.00 1.3979 5426 50.00 1.8334 5427 * * * * * * * * * * * * * * * * * TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) .00 .00 5421.00 .000 .00 .50 .00 5421.00 .000 .00 1.00 .00 5421.00 .000 .00 1.50 62.89 5424.13 .746 11.51 2.00 16.46 5425.93 1.373 19.67 2.50 2.33 5424.75 .946 14.01 3.00 .88 5423.40 .541 8.59 3.50 .55 5422.43 .299 4.71 4.00 .46 5421.87 .174 2.62 4.50 .45 5421.54 .107 1.61 5.00 .46 5421.36 .071 1.07 5.50 .50 5421.27 .053 .80 6.00 .54 5421.22 .045 .67 6.50 .57 5421.21 .041 .62 7.00 .56 5421.20 .039 .59 7.50 .54 5421.19 .038 .57 8.00 .52 5421.18 .037 .55 8.50 .51 5421.18 .035 .53 9.00 .49 5421.17 .034 .52 9.50 .48 5421.17 .033 .50 10.00 .47 5421.16 .032 .49 10.50 .45 5421.16 .031 .47 11.00 .44 5421.15 .031 .46 11.50 .43 5421.15 .030 .45 12.00 .42 5421.15 .029 .44 12.50 .41 5421.14 .028 .43 13.00 .40 5421.14 .028 .41 13.50 .39 5421.14 .027 .41 14.00 .38 5421.13 .026 .40 14.50 .37 5421.13 .026 .39 15.00 .36 5421.13 .025 .38 15.50 .36 5421.12 .025 .37 16.00 .35 5421.12 .024 .36 16.50 .34 5421.12 .024 .36 17.00 .34 5421.12 .023 .35 17.50 .33 5421.11 .023 .34 18.00 .32 5421.11 .022 .34 18.50 .32 5421.11 .022 .33 19.00 .31 5421.11 .021 .32 19.50 .31 5421.11 .021 .32 20.00 .30 5421.10 .021 .31 20.50 .30 5421.10 .020 .31 21.00 .29 5421.10 .020 .30 21.50 .29 5421.10 .020 .30 22.00 .28 5421.10 .019 .29 22.50 .28 5421.10 .019 .29 23.00 .27 5421.09 .019 .28 23.50 .27 5421.09 .019 .28 24.00 .27 5421.09 .018 .27 24.50 .01 5421.06 .012 .19 25.00 .00 5421.03 .007 .10 25.50 .00 5421.02 .004 .05 26.00 .00 5421.01 .002 .03 26.50 .00 5421.01 .001 .02 27.00 .00 5421.00 .001 .01 27.50 .00 5421.00 .000 .00 PEAK DISCHARGE = 19.842 CFS - PEAK OCCURS AT HOUR 1.90 MAXIMUM WATER SURFACE ELEVATION = 5425.968 MAXIMUM STORAGE = 1.3861 AC-FT INCREMENTAL TIME= .100000HRS * * PRINT HYD ID=51 CODE=10 HYDROGRAPH FROM AREA POND.F5 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 .7 12.000 .4 18.000 .3 24.000 .3 1.000 .0 7.000 .6 13.000 .4 19.000 .3 25.000 .1 2.000 19.7 8.000 .6 14.000 .4 20.000 .3 26.000 .0 3.000 8.6 9.000 .5 15.000 .4 21.000 .3 27.000 .0 4.000 2.6 10.000 .5 16.000 .4 22.000 .3 28.000 .0 5.000 1.1 11.000 .5 17.000 .3 23.000 .3 RUNOFF VOLUME = 2.07584 INCHES = 3.2649 ACRE-FEET PEAK DISCHARGE RATE = 19.84 CFS AT 1.900 HOURS BASIN AREA = .0295 SQ. MI. * * COMPUTE NM HYD ID=27 HYD NO=BASIN.F8 DA=.00781 SQ MI %A=0.0 %B=18.0 %C=18.0 %D=64.0 TP=-.1333 HR RAIN=-1 K = .072649HR TP = .133300HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 19.734 CFS UNIT VOLUME = 1.029 B = 526.28 P60 = 1.8400 AREA = .004998 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118524HR TP = .133300HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 7.4759 CFS UNIT VOLUME = 1.006 B = 354.44 P60 = 1.8400 AREA = .002812 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=27 CODE=10 HYDROGRAPH FROM AREA BASIN.F8 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .1 10.000 .1 15.000 .1 20.000 .1 1.000 .0 6.000 .1 11.000 .1 16.000 .1 21.000 .1 2.000 3.6 7.000 .1 12.000 .1 17.000 .1 22.000 .1 3.000 .2 8.000 .1 13.000 .1 18.000 .1 23.000 .1 4.000 .1 9.000 .1 14.000 .1 19.000 .1 24.000 .1 RUNOFF VOLUME = 1.84145 INCHES = .7670 ACRE-FEET PEAK DISCHARGE RATE = 15.89 CFS AT 1.500 HOURS BASIN AREA = .0078 SQ. MI. * * * ADD HYD ID=78 HYD=PONDF5.F8 ID I=51 II=27 PRINT HYD ID=78 CODE=10 HYDROGRAPH FROM AREA PONDF5.F8 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 .8 12.000 .5 18.000 .4 24.000 .3 1.000 .0 7.000 .7 13.000 .5 19.000 .4 25.000 .1 2.000 23.2 8.000 .7 14.000 .5 20.000 .4 26.000 .0 3.000 8.8 9.000 .6 15.000 .5 21.000 .4 27.000 .0 4.000 2.7 10.000 .6 16.000 .4 22.000 .4 28.000 .0 5.000 1.2 11.000 .6 17.000 .4 23.000 .3 RUNOFF VOLUME = 2.02672 INCHES = 4.0318 ACRE-FEET PEAK DISCHARGE RATE = 27.40 CFS AT 1.500 HOURS BASIN AREA = .0373 SQ. MI. * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.003 DIA=3.5 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .18 .19 .29 1.56 .36 .53 1.25 2.14 .55 .96 2.92 2.54 .73 1.45 5.25 2.84 .91 1.99 8.19 3.07 1.09 2.57 11.69 3.25 1.28 3.17 15.66 3.37 1.46 3.80 20.02 3.45 1.64 4.43 24.68 3.49 1.82 5.07 29.54 3.50 2.01 5.70 34.48 3.50 2.19 6.33 39.40 3.50 2.37 6.94 44.16 3.50 2.55 7.52 48.62 3.50 2.74 8.07 52.61 3.50 2.92 8.57 55.93 3.50 3.10 9.01 58.30 3.50 3.28 9.37 59.28 3.50 3.50 9.62 59.28 3.50 ROUTE MCUNGE ID=77 HYD=RTE.PONDF5 INFLOW ID=78 DT=0.0 L=590 NS=0 SLOPE=0.004 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 INFLOW END= 288 TABLE PTS= 19 DT= .100000 QMED= 13.70 CKMED= 6.5759 WIDTH MED= 3.31 NREACH= 1 DX= 590.00 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .147 .0 1.64 .71 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .18 .2 .3 .108 1.6 2.49 1.51 1.517 .032 .975 .215 -.191 .0 .986 .029 -.015 .36 .5 1.3 .069 2.1 3.43 2.36 2.094 .072 .954 .368 -.323 .7 .960 .284 -.244 .55 1.0 2.9 .054 2.5 4.35 3.04 2.651 .112 .941 .469 -.409 2.0 .946 .423 -.369 .73 1.5 5.2 .045 2.8 5.12 3.61 3.121 .153 .928 .532 -.461 4.0 .934 .503 -.437 .91 2.0 8.2 .040 3.1 5.77 4.11 3.521 .196 .917 .576 -.493 6.7 .922 .556 -.478 1.09 2.6 11.7 .036 3.2 6.33 4.55 3.861 .241 .905 .608 -.513 9.9 .911 .594 -.505 1.28 3.2 15.7 .033 3.4 6.80 4.93 4.147 .290 .893 .632 -.526 13.6 .900 .621 -.521 1.46 3.8 20.0 .031 3.5 7.18 5.27 4.382 .342 .880 .651 -.531 17.8 .887 .643 -.530 1.64 4.4 24.7 .029 3.5 7.48 5.57 4.566 .400 .866 .665 -.531 22.3 .874 .659 -.532 1.82 5.1 29.5 .028 3.5 7.69 5.83 4.693 .465 .849 .675 -.524 27.1 .858 .671 -.529 2.01 5.7 34.5 .027 3.5 7.74 6.05 4.724 .539 .828 .681 -.508 32.0 .840 .679 -.518 2.19 6.3 39.4 .026 3.5 7.60 6.22 4.635 .628 .799 .681 -.480 36.9 .815 .682 -.497 2.37 6.9 44.2 .026 3.5 7.24 6.37 4.416 .739 .760 .675 -.435 41.8 .782 .679 -.461 2.55 7.5 48.6 .025 3.5 6.63 6.46 4.048 .887 .701 .663 -.364 46.4 .735 .670 -.405 2.74 8.1 52.6 .025 3.5 5.74 6.52 3.502 1.110 .604 .644 -.248 50.6 .662 .655 -.316 2.92 8.6 55.9 .025 3.5 4.47 6.53 2.727 1.515 .422 .618 -.040 54.3 .535 .632 -.167 3.10 9.0 58.3 .025 3.5 2.62 6.47 1.597 2.697 -.019 .622 .397 57.1 .275 .610 .115 3.28 9.4 59.3 .026 3.5 1.49 6.32 .910 4.811 -.432 .702 .729 58.8 -.228 .663 .565 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 3 OCCURRED 3 TIMES. AVERAGE NUMBER ITERATIONS = 1.0849 Equations solved using the Ponce correction to C2 * PRINT HYD ID=77 CODE=0 HYDROGRAPH FROM AREA RTE.PONDF5 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.800 .8 11.600 .5 17.400 .4 23.200 .3 .100 .0 5.900 .8 11.700 .5 17.500 .4 23.300 .3 .200 .0 6.000 .8 11.800 .5 17.600 .4 23.400 .3 .300 .0 6.100 .8 11.900 .5 17.700 .4 23.500 .3 .400 .0 6.200 .8 12.000 .5 17.800 .4 23.600 .3 .500 .0 6.300 .8 12.100 .5 17.900 .4 23.700 .3 .600 .0 6.400 .8 12.200 .5 18.000 .4 23.800 .3 .700 .0 6.500 .7 12.300 .5 18.100 .4 23.900 .3 .800 .0 6.600 .7 12.400 .5 18.200 .4 24.000 .3 .900 .0 6.700 .7 12.500 .5 18.300 .4 24.100 .3 1.000 .0 6.800 .7 12.600 .5 18.400 .4 24.200 .3 1.100 .0 6.900 .7 12.700 .5 18.500 .4 24.300 .3 1.200 .5 7.000 .7 12.800 .5 18.600 .4 24.400 .2 1.300 4.2 7.100 .7 12.900 .5 18.700 .4 24.500 .2 1.400 15.4 7.200 .7 13.000 .5 18.800 .4 24.600 .2 1.500 26.9 7.300 .7 13.100 .5 18.900 .4 24.700 .2 1.600 27.3 7.400 .7 13.200 .5 19.000 .4 24.800 .1 1.700 26.0 7.500 .7 13.300 .5 19.100 .4 24.900 .1 1.800 25.2 7.600 .7 13.400 .5 19.200 .4 25.000 .1 1.900 24.4 7.700 .7 13.500 .5 19.300 .4 25.100 .1 2.000 23.5 7.800 .7 13.600 .5 19.400 .4 25.200 .1 2.100 21.8 7.900 .7 13.700 .5 19.500 .4 25.300 .1 2.200 19.6 8.000 .7 13.800 .5 19.600 .4 25.400 .1 2.300 17.9 8.100 .7 13.900 .5 19.700 .4 25.500 .1 2.400 16.3 8.200 .7 14.000 .5 19.800 .4 25.600 .1 2.500 14.8 8.300 .7 14.100 .5 19.900 .4 25.700 .0 2.600 13.5 8.400 .6 14.200 .5 20.000 .4 25.800 .0 2.700 12.3 8.500 .6 14.300 .5 20.100 .4 25.900 .0 2.800 11.2 8.600 .6 14.400 .5 20.200 .4 26.000 .0 2.900 10.1 8.700 .6 14.500 .5 20.300 .4 26.100 .0 3.000 9.0 8.800 .6 14.600 .5 20.400 .4 26.200 .0 3.100 8.1 8.900 .6 14.700 .5 20.500 .4 26.300 .0 3.200 7.3 9.000 .6 14.800 .5 20.600 .4 26.400 .0 3.300 6.5 9.100 .6 14.900 .5 20.700 .4 26.500 .0 3.400 5.7 9.200 .6 15.000 .5 20.800 .4 26.600 .0 3.500 5.0 9.300 .6 15.100 .5 20.900 .4 26.700 .0 3.600 4.4 9.400 .6 15.200 .5 21.000 .4 26.800 .0 3.700 3.9 9.500 .6 15.300 .5 21.100 .4 26.900 .0 3.800 3.5 9.600 .6 15.400 .5 21.200 .4 27.000 .0 3.900 3.1 9.700 .6 15.500 .4 21.300 .4 27.100 .0 4.000 2.8 9.800 .6 15.600 .4 21.400 .4 27.200 .0 4.100 2.6 9.900 .6 15.700 .4 21.500 .4 27.300 .0 4.200 2.3 10.000 .6 15.800 .4 21.600 .4 27.400 .0 4.300 2.1 10.100 .6 15.900 .4 21.700 .4 27.500 .0 4.400 1.9 10.200 .6 16.000 .4 21.800 .4 27.600 .0 4.500 1.8 10.300 .6 16.100 .4 21.900 .4 27.700 .0 4.600 1.6 10.400 .6 16.200 .4 22.000 .4 27.800 .0 4.700 1.5 10.500 .6 16.300 .4 22.100 .4 27.900 .0 4.800 1.4 10.600 .6 16.400 .4 22.200 .4 28.000 .0 4.900 1.3 10.700 .6 16.500 .4 22.300 .4 28.100 .0 5.000 1.2 10.800 .6 16.600 .4 22.400 .4 28.200 .0 5.100 1.1 10.900 .6 16.700 .4 22.500 .3 28.300 .0 5.200 1.1 11.000 .6 16.800 .4 22.600 .3 28.400 .0 5.300 1.0 11.100 .6 16.900 .4 22.700 .3 28.500 .0 5.400 1.0 11.200 .6 17.000 .4 22.800 .3 28.600 .0 5.500 .9 11.300 .5 17.100 .4 22.900 .3 28.700 .0 5.600 .9 11.400 .5 17.200 .4 23.000 .3 28.800 .0 5.700 .9 11.500 .5 17.300 .4 23.100 .3 RUNOFF VOLUME = 2.02709 INCHES = 4.0325 ACRE-FEET PEAK DISCHARGE RATE = 27.34 CFS AT 1.600 HOURS BASIN AREA = .0373 SQ. MI. * * ADD HYD ID=78 HYD=F1TOF8 ID I=77 II=70 PRINT HYD ID=78 CODE=10 HYDROGRAPH FROM AREA F1TOF8 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 18.1 24.000 3.1 36.000 .0 48.000 .0 1.000 .0 13.000 16.0 25.000 .5 37.000 .0 49.000 .0 2.000 92.4 14.000 13.5 26.000 .3 38.000 .0 50.000 .0 3.000 32.2 15.000 11.7 27.000 .2 39.000 .0 51.000 .0 4.000 24.4 16.000 9.5 28.000 .2 40.000 .0 52.000 .0 5.000 22.5 17.000 7.8 29.000 .1 41.000 .0 53.000 .0 6.000 22.1 18.000 6.8 30.000 .1 42.000 .0 54.000 .0 7.000 21.8 19.000 6.0 31.000 .1 43.000 .0 55.000 .0 8.000 21.4 20.000 5.4 32.000 .1 44.000 .0 56.000 .0 9.000 21.1 21.000 4.5 33.000 .1 45.000 .0 10.000 20.8 22.000 3.8 34.000 .1 46.000 .0 11.000 20.2 23.000 3.4 35.000 .0 47.000 .0 RUNOFF VOLUME = 1.29199 INCHES = 38.6996 ACRE-FEET PEAK DISCHARGE RATE = 262.09 CFS AT 1.500 HOURS BASIN AREA = .5616 SQ. MI. * ************************************************************* DIVIDE HYD ID=78 Q=6.20 ID I=31 HYD NO=BYPASS.F ID II=32 HYD NO=SURGE.F PRINT HYD ID=31 CODE=10 HYDROGRAPH FROM AREA BYPASS.F TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 6.2 24.000 3.1 36.000 .0 48.000 .0 1.000 .0 13.000 6.2 25.000 .5 37.000 .0 49.000 .0 2.000 6.2 14.000 6.2 26.000 .3 38.000 .0 50.000 .0 3.000 6.2 15.000 6.2 27.000 .2 39.000 .0 51.000 .0 4.000 6.2 16.000 6.2 28.000 .2 40.000 .0 52.000 .0 5.000 6.2 17.000 6.2 29.000 .1 41.000 .0 53.000 .0 6.000 6.2 18.000 6.2 30.000 .1 42.000 .0 54.000 .0 7.000 6.2 19.000 6.0 31.000 .1 43.000 .0 55.000 .0 8.000 6.2 20.000 5.4 32.000 .1 44.000 .0 56.000 .0 9.000 6.2 21.000 4.5 33.000 .1 45.000 .0 10.000 6.2 22.000 3.8 34.000 .1 46.000 .0 11.000 6.2 23.000 3.4 35.000 .0 47.000 .0 RUNOFF VOLUME = 1.29199 INCHES = 11.1874 ACRE-FEET PEAK DISCHARGE RATE = 6.20 CFS AT 1.200 HOURS BASIN AREA = .1624 SQ. MI. PRINT HYD ID=32 CODE=10 HYDROGRAPH FROM AREA SURGE.F TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 4.000 18.2 8.000 15.2 12.000 11.9 16.000 3.3 1.000 .0 5.000 16.3 9.000 14.9 13.000 9.8 17.000 1.6 2.000 86.2 6.000 15.9 10.000 14.6 14.000 7.3 18.000 .6 3.000 26.0 7.000 15.6 11.000 14.0 15.000 5.5 RUNOFF VOLUME = 1.29199 INCHES = 27.5122 ACRE-FEET PEAK DISCHARGE RATE = 255.89 CFS AT 1.500 HOURS BASIN AREA = .3993 SQ. MI. ************************************************************* * * ROUTE RESERVOIR ID=52 HYD=POND.F INFLOW ID=32 CODE=6.3 OUTFLOW STORAGE DEPTH 0 0 5415.08 3.80 0.25 5416.0 6.52 0.55 5417.0 8.74 1.69 5418.0 10.68 3.08 5419.0 12.41 4.54 5420.0 14.00 6.08 5421.0 15.47 7.70 5422.0 16.85 9.39 5423.0 18.29 11.16 5424.0 18.60 11.76 5424.33 100.00 13.02 5425.0 * * * * * * * * * * * * * * * * * TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) .00 .00 5415.08 .000 .00 .60 .00 5415.08 .000 .00 1.20 19.73 5415.36 .077 1.17 1.80 117.71 5421.76 7.306 15.11 2.40 40.14 5423.37 10.039 17.38 3.00 26.01 5423.76 10.742 17.95 3.60 20.12 5423.89 10.973 18.14 4.20 17.59 5423.91 10.998 18.16 4.80 16.51 5423.88 10.940 18.11 5.40 16.03 5423.82 10.849 18.04 6.00 15.87 5423.77 10.748 17.95 6.60 15.77 5423.71 10.645 17.87 7.20 15.54 5423.65 10.537 17.78 7.80 15.31 5423.58 10.422 17.69 8.40 15.10 5423.51 10.301 17.59 9.00 14.90 5423.44 10.175 17.49 9.60 14.69 5423.37 10.044 17.38 10.20 14.48 5423.29 9.908 17.27 10.80 14.24 5423.21 9.766 17.16 11.40 13.08 5423.12 9.599 17.02 12.00 11.92 5422.99 9.379 16.84 12.60 10.79 5422.84 9.112 16.62 13.20 9.21 5422.65 8.792 16.36 13.80 7.73 5422.42 8.407 16.05 14.40 6.50 5422.16 7.972 15.69 15.00 5.46 5421.88 7.500 15.29 15.60 4.09 5421.56 6.995 14.83 16.20 2.85 5421.22 6.443 14.33 16.80 1.92 5420.86 5.864 13.78 17.40 1.16 5420.48 5.272 13.17 18.00 .57 5420.09 4.677 12.55 18.60 .10 5419.69 4.088 11.87 19.20 .00 5419.30 3.516 11.20 19.80 .00 5418.93 2.977 10.54 20.40 .00 5418.56 2.473 9.83 21.00 .00 5418.22 2.001 9.17 21.60 .00 5417.89 1.562 8.49 22.20 .00 5417.54 1.161 7.71 22.80 .00 5417.22 .797 7.00 23.40 .00 5416.73 .470 5.79 24.00 .00 5415.96 .239 3.63 24.60 .00 5415.49 .112 1.71 25.20 .00 5415.27 .053 .80 25.80 .00 5415.17 .025 .38 26.40 .00 5415.12 .012 .18 27.00 .00 5415.10 .005 .08 27.60 .00 5415.09 .003 .04 28.20 .00 5415.08 .001 .02 28.80 .00 5415.08 .001 .01 29.40 .00 5415.08 .000 .00 30.00 .00 5415.08 .000 .00 30.60 .00 5415.08 .000 .00 31.20 .00 5415.08 .000 .00 31.80 .00 5415.08 .000 .00 32.40 .00 5415.08 .000 .00 33.00 .00 5415.08 .000 .00 TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) 33.60 .00 5415.08 .000 .00 34.20 .00 5415.08 .000 .00 34.80 .00 5415.08 .000 .00 35.40 .00 5415.08 .000 .00 36.00 .00 5415.08 .000 .00 36.60 .00 5415.08 .000 .00 37.20 .00 5415.08 .000 .00 37.80 .00 5415.08 .000 .00 38.40 .00 5415.08 .000 .00 39.00 .00 5415.08 .000 .00 39.60 .00 5415.08 .000 .00 40.20 .00 5415.08 .000 .00 40.80 .00 5415.08 .000 .00 41.40 .00 5415.08 .000 .00 42.00 .00 5415.08 .000 .00 42.60 .00 5415.08 .000 .00 43.20 .00 5415.08 .000 .00 43.80 .00 5415.08 .000 .00 44.40 .00 5415.08 .000 .00 45.00 .00 5415.08 .000 .00 45.60 .00 5415.08 .000 .00 46.20 .00 5415.08 .000 .00 46.80 .00 5415.08 .000 .00 47.40 .00 5415.08 .000 .00 48.00 .00 5415.08 .000 .00 48.60 .00 5415.08 .000 .00 49.20 .00 5415.08 .000 .00 49.80 .00 5415.08 .000 .00 50.40 .00 5415.08 .000 .00 51.00 .00 5415.08 .000 .00 51.60 .00 5415.08 .000 .00 52.20 .00 5415.08 .000 .00 52.80 .00 5415.08 .000 .00 53.40 .00 5415.08 .000 .00 54.00 .00 5415.08 .000 .00 54.60 .00 5415.08 .000 .00 55.20 .00 5415.08 .000 .00 55.80 .00 5415.08 .000 .00 56.40 .00 5415.08 .000 .00 57.00 .00 5415.08 .000 .00 57.60 .00 5415.08 .000 .00 58.20 .00 5415.08 .000 .00 58.80 .00 5415.08 .000 .00 59.40 .00 5415.08 .000 .00 60.00 .00 5415.08 .000 .00 60.60 .00 5415.08 .000 .00 61.20 .00 5415.08 .000 .00 61.80 .00 5415.08 .000 .00 62.40 .00 5415.08 .000 .00 63.00 .00 5415.08 .000 .00 63.60 .00 5415.08 .000 .00 64.20 .00 5415.08 .000 .00 64.80 .00 5415.08 .000 .00 65.40 .00 5415.08 .000 .00 66.00 .00 5415.08 .000 .00 66.60 .00 5415.08 .000 .00 TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) 67.20 .00 5415.08 .000 .00 67.80 .00 5415.08 .000 .00 68.40 .00 5415.08 .000 .00 69.00 .00 5415.08 .000 .00 69.60 .00 5415.08 .000 .00 70.20 .00 5415.08 .000 .00 70.80 .00 5415.08 .000 .00 71.40 .00 5415.08 .000 .00 72.00 .00 5415.08 .000 .00 72.60 .00 5415.08 .000 .00 73.20 .00 5415.08 .000 .00 73.80 .00 5415.08 .000 .00 74.40 .00 5415.08 .000 .00 75.00 .00 5415.08 .000 .00 75.60 .00 5415.08 .000 .00 76.20 .00 5415.08 .000 .00 76.80 .00 5415.08 .000 .00 77.40 .00 5415.08 .000 .00 78.00 .00 5415.08 .000 .00 78.60 .00 5415.08 .000 .00 79.20 .00 5415.08 .000 .00 79.80 .00 5415.08 .000 .00 80.40 .00 5415.08 .000 .00 81.00 .00 5415.08 .000 .00 81.60 .00 5415.08 .000 .00 82.20 .00 5415.08 .000 .00 82.80 .00 5415.08 .000 .00 83.40 .00 5415.08 .000 .00 84.00 .00 5415.08 .000 .00 84.60 .00 5415.08 .000 .00 85.20 .00 5415.08 .000 .00 85.80 .00 5415.08 .000 .00 86.40 .00 5415.08 .000 .00 87.00 .00 5415.08 .000 .00 87.60 .00 5415.08 .000 .00 88.20 .00 5415.08 .000 .00 88.80 .00 5415.08 .000 .00 89.40 .00 5415.08 .000 .00 90.00 .00 5415.08 .000 .00 90.60 .00 5415.08 .000 .00 91.20 .00 5415.08 .000 .00 91.80 .00 5415.08 .000 .00 92.40 .00 5415.08 .000 .00 93.00 .00 5415.08 .000 .00 93.60 .00 5415.08 .000 .00 94.20 .00 5415.08 .000 .00 94.80 .00 5415.08 .000 .00 95.40 .00 5415.08 .000 .00 96.00 .00 5415.08 .000 .00 96.60 .00 5415.08 .000 .00 97.20 .00 5415.08 .000 .00 97.80 .00 5415.08 .000 .00 98.40 .00 5415.08 .000 .00 99.00 .00 5415.08 .000 .00 99.60 .00 5415.08 .000 .00 100.20 .00 5415.08 .000 .00 TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) 100.80 .00 5415.08 .000 .00 101.40 .00 5415.08 .000 .00 102.00 .00 5415.08 .000 .00 102.60 .00 5415.08 .000 .00 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 103.20 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 103.80 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 104.40 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 105.00 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 105.60 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 106.20 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 106.80 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 107.40 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 108.00 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 108.60 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 109.20 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 109.80 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 110.40 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 111.00 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 111.60 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 112.20 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 112.80 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 113.40 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 114.00 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 114.60 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 115.20 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 115.80 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 116.40 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 117.00 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 117.60 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 118.20 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 118.80 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 119.40 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 120.00 .00******************************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 120.60 .009301046.00********************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 121.20 .006356123.00********************* ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 121.80 .004344174.008160403.000********** ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 122.40 .002969625.005575129.000********** ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 123.00 .002030544.003808890.000********** ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 123.60 .001388970.002602208.000********** ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 124.20 .00 950652.401777813.000********** ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 124.80 .00 651197.001214592.000********** ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 125.40 .00 446611.30 829803.500********** ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 126.00 .00 306839.80 566919.100********** ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 126.60 .00 211349.10 387318.500********** ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 127.20 .00 146110.50 264616.700********** ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 127.80 .00 101540.00 180787.700********** ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 128.40 .00 71089.78 123516.4007978811.00 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 129.00 .00 50286.42 84389.1305451064.00 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 129.60 .00 36073.72 57657.6503724126.00 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 130.20 .00 26363.72 39394.9102544295.00 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 130.80 .00 19729.91 26917.9401738243.00 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 131.40 .00 15197.75 18393.7601187554.00 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 132.00 .00 12101.41 12570.110 811328.00 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 132.60 .00 9986.01 8591.441 554293.10 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 133.20 .00 8540.79 5873.242 378688.90 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 133.80 .00 7553.42 4016.189 258717.40 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) 134.40 .00 6878.86 2747.464 176753.70 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 135.00 .00 6418.01 1880.681 120756.80 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 135.60 .00 6103.15 1288.502 82500.14 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 136.20 .00 5888.05 883.929 56363.47 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 136.80 .00 5741.09 607.528 38507.09 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 137.40 .00 5640.69 418.693 26307.75 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 138.00 .00 5572.10 289.682 17973.26 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 138.60 .00 5525.23 201.543 12279.19 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 139.20 .00 5493.22 141.327 8389.05 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 139.80 .00 5471.35 100.188 5731.34 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 140.40 .00 5456.40 72.082 3915.61 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 141.00 .00 5446.19 52.880 2675.11 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 141.60 .00 5439.22 39.762 1827.62 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 142.20 .00 5434.45 30.800 1248.61 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 142.80 .00 5431.20 24.676 853.04 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 143.40 .00 5428.97 20.493 582.79 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 144.00 .00 5427.45 17.635 398.16 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 144.60 .00 5426.42 15.683 272.02 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 145.20 .00 5425.71 14.349 185.84 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** 145.80 .00 5425.22 13.437 126.97 146.40 .00 5424.42 11.937 30.01 147.00 .00 5423.90 10.976 18.14 147.60 .00 5423.40 10.095 17.42 148.20 .00 5422.92 9.248 16.73 148.80 .00 5422.43 8.435 16.07 149.40 .00 5421.97 7.654 15.43 150.00 .00 5421.51 6.906 14.75 150.60 .00 5421.07 6.190 14.10 151.20 .00 5420.63 5.508 13.41 151.80 .00 5420.21 4.860 12.74 152.40 .00 5419.80 4.245 12.06 153.00 .00 5419.40 3.664 11.37 153.60 .00 5419.02 3.116 10.72 154.20 .00 5418.66 2.602 10.01 154.80 .00 5418.31 2.122 9.34 155.40 .00 5417.99 1.675 8.71 156.00 .00 5417.63 1.263 7.91 156.60 .00 5417.30 .889 7.18 157.20 .00 5417.00 .550 6.52 157.80 .00 5416.13 .289 4.16 158.40 .00 5415.58 .137 2.08 159.00 .00 5415.32 .064 .98 159.60 .00 5415.19 .030 .46 160.20 .00 5415.13 .014 .22 160.80 .00 5415.10 .007 .10 161.40 .00 5415.09 .003 .05 162.00 .00 5415.09 .001 .02 162.60 .00 5415.08 .001 .01 163.20 .00 5415.08 .000 .00 ***WARNING - OUTFLOW EXCEEDS RESERVOIR CAPACITY*** PEAK DISCHARGE = ************ CFS - PEAK OCCURS AT HOUR 103.20 MAXIMUM WATER SURFACE ELEVATION = ************ MAXIMUM STORAGE = ************* AC-FT INCREMENTAL TIME= .300000HRS * * PRINT HYD ID=52 CODE=10 HYDROGRAPH FROM AREA POND.F TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 33.000 .0 66.000 .0 99.000 .0 132.000 811328.0 3.000 17.9 36.000 .0 69.000 .0 102.000 .0 135.000 120756.8 6.000 18.0 39.000 .0 72.000 .0 105.000********** 138.000 17973.3 9.000 17.5 42.000 .0 75.000 .0 108.000********** 141.000 2675.1 12.000 16.8 45.000 .0 78.000 .0 111.000********** 144.000 398.2 15.000 15.3 48.000 .0 81.000 .0 114.000********** 147.000 18.1 18.000 12.6 51.000 .0 84.000 .0 117.000********** 150.000 14.7 21.000 9.2 54.000 .0 87.000 .0 120.000********** 153.000 11.4 24.000 3.6 57.000 .0 90.000 .0 123.000********** 156.000 7.9 27.000 .1 60.000 .0 93.000 .0 126.00036624020.0 159.000 1.0 30.000 .0 63.000 .0 96.000 .0 129.000 5451064.0 162.000 .0 RUNOFF VOLUME = *********** INCHES =************* ACRE-FEET PEAK DISCHARGE RATE =*********** CFS AT 103.200 HOURS BASIN AREA = .3993 SQ. MI. * * ADD HYD ID=53 HYD=BYPASSF.PONDF ID I=31 II=52 PRINT HYD ID=53 CODE=10 HYDROGRAPH FROM AREA BYPASSF.PONDF TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 23.0 24.000 6.7 36.000 .0 48.000 .0 1.000 .4 13.000 22.7 25.000 1.6 37.000 .0 49.000 .0 2.000 22.4 14.000 22.1 26.000 .6 38.000 .0 50.000 .0 3.000 24.1 15.000 21.5 27.000 .3 39.000 .0 51.000 .0 4.000 24.4 16.000 20.7 28.000 .2 40.000 .0 52.000 .0 5.000 24.3 17.000 19.8 29.000 .2 41.000 .0 53.000 .0 6.000 24.2 18.000 18.8 30.000 .1 42.000 .0 54.000 .0 7.000 24.0 19.000 17.4 31.000 .1 43.000 .0 55.000 .0 8.000 23.9 20.000 15.7 32.000 .1 44.000 .0 56.000 .0 9.000 23.7 21.000 13.7 33.000 .1 45.000 .0 10.000 23.5 22.000 11.8 34.000 .1 46.000 .0 11.000 23.3 23.000 10.1 35.000 .0 47.000 .0 RUNOFF VOLUME = 1.29146 INCHES = 38.6836 ACRE-FEET PEAK DISCHARGE RATE = 24.36 CFS AT 3.900 HOURS BASIN AREA = .5616 SQ. MI. * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.004 DIA=2.0 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .10 .06 .08 .89 .21 .17 .33 1.22 .31 .31 .76 1.45 .42 .47 1.36 1.62 .52 .65 2.13 1.76 .63 .84 3.03 1.85 .73 1.04 4.07 1.93 .83 1.24 5.20 1.97 .94 1.45 6.41 2.00 1.04 1.66 7.67 2.00 1.15 1.86 8.95 2.00 1.25 2.07 10.23 2.00 1.35 2.27 11.47 2.00 1.46 2.46 12.62 2.00 1.56 2.63 13.66 2.00 1.67 2.80 14.52 2.00 1.77 2.94 15.14 2.00 1.88 3.06 15.39 2.00 2.00 3.14 15.39 2.00 ROUTE MCUNGE ID=77 HYD=RTE.PONDF INFLOW ID=53 DT=0.0 L=850 NS=0 SLOPE=0.004 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 INFLOW END= 565 TABLE PTS= 19 DT= .100000 QMED= 12.18 CKMED= 6.0826 WIDTH MED= 2.00 NREACH= 1 DX= 850.00 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .267 .0 2.36 .57 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .10 .1 .1 .196 .9 2.34 1.20 .989 .011 .989 .000 .011 .0 .998 .000 .002 .21 .2 .3 .126 1.2 2.73 1.88 1.156 .029 .974 .084 -.058 .2 .983 .035 -.018 .31 .3 .8 .098 1.5 3.46 2.41 1.463 .044 .965 .202 -.167 .5 .968 .147 -.116 .42 .5 1.4 .082 1.6 4.07 2.87 1.723 .061 .956 .281 -.238 1.0 .960 .245 -.205 .52 .7 2.1 .072 1.8 4.59 3.27 1.943 .078 .949 .338 -.287 1.7 .952 .312 -.264 .63 .8 3.0 .065 1.9 5.03 3.62 2.131 .096 .941 .380 -.321 2.6 .945 .361 -.306 .73 1.0 4.1 .060 1.9 5.40 3.92 2.289 .115 .932 .412 -.345 3.5 .937 .398 -.335 .83 1.2 5.2 .056 2.0 5.71 4.19 2.418 .136 .924 .437 -.361 4.6 .928 .426 -.355 .94 1.4 6.4 .053 2.0 5.95 4.43 2.520 .159 .914 .456 -.370 5.8 .919 .448 -.367 1.04 1.7 7.7 .051 2.0 6.12 4.63 2.590 .184 .902 .470 -.372 7.0 .909 .465 -.373 1.15 1.9 9.0 .049 2.0 6.16 4.81 2.607 .214 .888 .477 -.365 8.3 .896 .475 -.371 1.25 2.1 10.2 .048 2.0 6.04 4.95 2.558 .249 .869 .475 -.344 9.6 .880 .477 -.357 1.35 2.3 11.5 .047 2.0 5.75 5.06 2.437 .293 .843 .464 -.307 10.8 .858 .471 -.329 1.46 2.5 12.6 .046 2.0 5.27 5.14 2.234 .352 .804 .442 -.246 12.0 .826 .455 -.281 1.56 2.6 13.7 .046 2.0 4.56 5.18 1.933 .440 .739 .407 -.146 13.1 .777 .428 -.205 1.67 2.8 14.5 .046 2.0 3.55 5.19 1.505 .601 .613 .356 .031 14.1 .692 .385 -.077 1.77 2.9 15.1 .046 2.0 2.08 5.14 .881 1.070 .275 .322 .403 14.8 .507 .331 .162 1.88 3.1 15.4 .047 2.0 1.19 5.03 .502 1.908 -.119 .414 .705 15.3 .076 .369 .556 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 4 OCCURRED 1 TIMES. AVERAGE NUMBER ITERATIONS = 1.3723 Equations solved using the Ponce correction to C2 * PRINT HYD ID=77 CODE=0 HYDROGRAPH FROM AREA RTE.PONDF TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 11.400 23.3 22.800 10.5 34.200 .1 45.600 .0 .100 .0 11.500 23.2 22.900 10.4 34.300 .1 45.700 .0 .200 .0 11.600 23.2 23.000 10.2 34.400 .1 45.800 .0 .300 .0 11.700 23.2 23.100 10.1 34.500 .1 45.900 .0 .400 .0 11.800 23.2 23.200 9.8 34.600 .0 46.000 .0 .500 .0 11.900 23.1 23.300 9.5 34.700 .0 46.100 .0 .600 .0 12.000 23.1 23.400 9.2 34.800 .0 46.200 .0 .700 .0 12.100 23.1 23.500 8.8 34.900 .0 46.300 .0 .800 .0 12.200 23.0 23.600 8.3 35.000 .0 46.400 .0 .900 .0 12.300 23.0 23.700 7.9 35.100 .0 46.500 .0 1.000 .0 12.400 23.0 23.800 7.6 35.200 .0 46.600 .0 1.100 .8 12.500 22.9 23.900 7.2 35.300 .0 46.700 .0 1.200 4.7 12.600 22.9 24.000 6.9 35.400 .0 46.800 .0 1.300 9.9 12.700 22.9 24.100 6.2 35.500 .0 46.900 .0 1.400 12.3 12.800 22.8 24.200 5.1 35.600 .0 47.000 .0 1.500 14.9 12.900 22.8 24.300 4.1 35.700 .0 47.100 .0 1.600 16.1 13.000 22.7 24.400 3.4 35.800 .0 47.200 .0 1.700 17.4 13.100 22.7 24.500 3.0 35.900 .0 47.300 .0 1.800 18.7 13.200 22.6 24.600 2.6 36.000 .0 47.400 .0 1.900 19.7 13.300 22.6 24.700 2.3 36.100 .0 47.500 .0 2.000 20.6 13.400 22.6 24.800 2.1 36.200 .0 47.600 .0 2.100 21.3 13.500 22.5 24.900 1.8 36.300 .0 47.700 .0 2.200 21.9 13.600 22.5 25.000 1.7 36.400 .0 47.800 .0 2.300 22.3 13.700 22.4 25.100 1.5 36.500 .0 47.900 .0 2.400 22.7 13.800 22.4 25.200 1.4 36.600 .0 48.000 .0 2.500 23.0 13.900 22.3 25.300 1.2 36.700 .0 48.100 .0 2.600 23.3 14.000 22.2 25.400 1.1 36.800 .0 48.200 .0 2.700 23.5 14.100 22.2 25.500 1.0 36.900 .0 48.300 .0 2.800 23.6 14.200 22.1 25.600 .9 37.000 .0 48.400 .0 2.900 23.8 14.300 22.1 25.700 .9 37.100 .0 48.500 .0 3.000 23.9 14.400 22.0 25.800 .8 37.200 .0 48.600 .0 3.100 24.0 14.500 21.9 25.900 .7 37.300 .0 48.700 .0 3.200 24.1 14.600 21.9 26.000 .7 37.400 .0 48.800 .0 3.300 24.1 14.700 21.8 26.100 .6 37.500 .0 48.900 .0 3.400 24.2 14.800 21.8 26.200 .6 37.600 .0 49.000 .0 3.500 24.2 14.900 21.7 26.300 .5 37.700 .0 49.100 .0 3.600 24.3 15.000 21.6 26.400 .5 37.800 .0 49.200 .0 3.700 24.3 15.100 21.6 26.500 .5 37.900 .0 49.300 .0 3.800 24.3 15.200 21.5 26.600 .4 38.000 .0 49.400 .0 3.900 24.3 15.300 21.4 26.700 .4 38.100 .0 49.500 .0 4.000 24.3 15.400 21.3 26.800 .4 38.200 .0 49.600 .0 4.100 24.3 15.500 21.3 26.900 .4 38.300 .0 49.700 .0 4.200 24.3 15.600 21.2 27.000 .3 38.400 .0 49.800 .0 4.300 24.3 15.700 21.1 27.100 .3 38.500 .0 49.900 .0 4.400 24.3 15.800 21.0 27.200 .3 38.600 .0 50.000 .0 4.500 24.3 15.900 20.9 27.300 .3 38.700 .0 50.100 .0 4.600 24.3 16.000 20.9 27.400 .3 38.800 .0 50.200 .0 4.700 24.3 16.100 20.8 27.500 .3 38.900 .0 50.300 .0 4.800 24.3 16.200 20.7 27.600 .3 39.000 .0 50.400 .0 4.900 24.3 16.300 20.6 27.700 .2 39.100 .0 50.500 .0 5.000 24.3 16.400 20.5 27.800 .2 39.200 .0 50.600 .0 5.100 24.3 16.500 20.4 27.900 .2 39.300 .0 50.700 .0 5.200 24.3 16.600 20.3 28.000 .2 39.400 .0 50.800 .0 5.300 24.3 16.700 20.3 28.100 .2 39.500 .0 50.900 .0 5.400 24.3 16.800 20.2 28.200 .2 39.600 .0 51.000 .0 5.500 24.2 16.900 20.1 28.300 .2 39.700 .0 51.100 .0 5.600 24.2 17.000 20.0 28.400 .2 39.800 .0 51.200 .0 5.700 24.2 17.100 19.9 28.500 .2 39.900 .0 51.300 .0 5.800 24.2 17.200 19.8 28.600 .2 40.000 .0 51.400 .0 5.900 24.2 17.300 19.7 28.700 .2 40.100 .0 51.500 .0 6.000 24.2 17.400 19.6 28.800 .2 40.200 .0 51.600 .0 6.100 24.2 17.500 19.5 28.900 .2 40.300 .0 51.700 .0 6.200 24.2 17.600 19.4 29.000 .2 40.400 .0 51.800 .0 6.300 24.1 17.700 19.3 29.100 .2 40.500 .0 51.900 .0 6.400 24.1 17.800 19.2 29.200 .1 40.600 .0 52.000 .0 6.500 24.1 17.900 19.1 29.300 .1 40.700 .0 52.100 .0 6.600 24.1 18.000 19.0 29.400 .1 40.800 .0 52.200 .0 6.700 24.1 18.100 18.8 29.500 .1 40.900 .0 52.300 .0 6.800 24.1 18.200 18.7 29.600 .1 41.000 .0 52.400 .0 6.900 24.1 18.300 18.6 29.700 .1 41.100 .0 52.500 .0 7.000 24.0 18.400 18.5 29.800 .1 41.200 .0 52.600 .0 7.100 24.0 18.500 18.4 29.900 .1 41.300 .0 52.700 .0 7.200 24.0 18.600 18.3 30.000 .1 41.400 .0 52.800 .0 7.300 24.0 18.700 18.2 30.100 .1 41.500 .0 52.900 .0 7.400 24.0 18.800 18.0 30.200 .1 41.600 .0 53.000 .0 7.500 24.0 18.900 17.9 30.300 .1 41.700 .0 53.100 .0 7.600 24.0 19.000 17.7 30.400 .1 41.800 .0 53.200 .0 7.700 23.9 19.100 17.6 30.500 .1 41.900 .0 53.300 .0 7.800 23.9 19.200 17.4 30.600 .1 42.000 .0 53.400 .0 7.900 23.9 19.300 17.3 30.700 .1 42.100 .0 53.500 .0 8.000 23.9 19.400 17.1 30.800 .1 42.200 .0 53.600 .0 8.100 23.9 19.500 16.9 30.900 .1 42.300 .0 53.700 .0 8.200 23.9 19.600 16.7 31.000 .1 42.400 .0 53.800 .0 8.300 23.8 19.700 16.6 31.100 .1 42.500 .0 53.900 .0 8.400 23.8 19.800 16.4 31.200 .1 42.600 .0 54.000 .0 8.500 23.8 19.900 16.2 31.300 .1 42.700 .0 54.100 .0 8.600 23.8 20.000 16.1 31.400 .1 42.800 .0 54.200 .0 8.700 23.8 20.100 15.9 31.500 .1 42.900 .0 54.300 .0 8.800 23.8 20.200 15.7 31.600 .1 43.000 .0 54.400 .0 8.900 23.7 20.300 15.5 31.700 .1 43.100 .0 54.500 .0 9.000 23.7 20.400 15.2 31.800 .1 43.200 .0 54.600 .0 9.100 23.7 20.500 14.9 31.900 .1 43.300 .0 54.700 .0 9.200 23.7 20.600 14.6 32.000 .1 43.400 .0 54.800 .0 9.300 23.7 20.700 14.4 32.100 .1 43.500 .0 54.900 .0 9.400 23.7 20.800 14.1 32.200 .1 43.600 .0 55.000 .0 9.500 23.6 20.900 13.9 32.300 .1 43.700 .0 55.100 .0 9.600 23.6 21.000 13.8 32.400 .1 43.800 .0 55.200 .0 9.700 23.6 21.100 13.6 32.500 .1 43.900 .0 55.300 .0 9.800 23.6 21.200 13.4 32.600 .1 44.000 .0 55.400 .0 9.900 23.6 21.300 13.2 32.700 .1 44.100 .0 55.500 .0 10.000 23.5 21.400 13.0 32.800 .1 44.200 .0 55.600 .0 10.100 23.5 21.500 12.8 32.900 .1 44.300 .0 55.700 .0 10.200 23.5 21.600 12.6 33.000 .1 44.400 .0 55.800 .0 10.300 23.5 21.700 12.4 33.100 .1 44.500 .0 55.900 .0 10.400 23.5 21.800 12.2 33.200 .1 44.600 .0 56.000 .0 10.500 23.5 21.900 12.0 33.300 .1 44.700 .0 56.100 .0 10.600 23.4 22.000 11.9 33.400 .1 44.800 .0 56.200 .0 10.700 23.4 22.100 11.7 33.500 .1 44.900 .0 56.300 .0 10.800 23.4 22.200 11.5 33.600 .1 45.000 .0 56.400 .0 10.900 23.4 22.300 11.3 33.700 .1 45.100 .0 56.500 .0 11.000 23.4 22.400 11.2 33.800 .1 45.200 .0 11.100 23.3 22.500 11.0 33.900 .1 45.300 .0 11.200 23.3 22.600 10.8 34.000 .1 45.400 .0 11.300 23.3 22.700 10.7 34.100 .1 45.500 .0 RUNOFF VOLUME = 1.29051 INCHES = 38.6551 ACRE-FEET PEAK DISCHARGE RATE = 24.35 CFS AT 4.300 HOURS BASIN AREA = .5616 SQ. MI. * * *****RESERVE***** * COMPUTE NM HYD ID=20 HYD NO=BASIN.G1 DA=.02531 SQ MI %A=0 %B=25.0 %C=25.0 %D=50.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 50.075 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .012655 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 33.725 CFS UNIT VOLUME = 1.007 B = 354.44 P60 = 1.8400 AREA = .012655 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=20 CODE=10 HYDROGRAPH FROM AREA BASIN.G1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .3 10.000 .3 15.000 .2 20.000 .2 1.000 .0 6.000 .3 11.000 .2 16.000 .2 21.000 .2 2.000 9.7 7.000 .3 12.000 .2 17.000 .2 22.000 .2 3.000 .5 8.000 .3 13.000 .2 18.000 .2 23.000 .1 4.000 .3 9.000 .3 14.000 .2 19.000 .2 24.000 .1 RUNOFF VOLUME = 1.61331 INCHES = 2.1777 ACRE-FEET PEAK DISCHARGE RATE = 48.23 CFS AT 1.500 HOURS BASIN AREA = .0253 SQ. MI. * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.007 DIA=3.0 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .16 .14 .29 1.33 .31 .39 1.27 1.83 .47 .71 2.95 2.18 .63 1.07 5.31 2.44 .78 1.46 8.30 2.63 .94 1.89 11.84 2.78 1.09 2.33 15.86 2.89 1.25 2.79 20.27 2.96 1.41 3.26 24.99 2.99 1.56 3.72 29.91 3.00 1.72 4.19 34.92 3.00 1.88 4.65 39.90 3.00 2.03 5.10 44.72 3.00 2.19 5.53 49.23 3.00 2.35 5.93 53.27 3.00 2.50 6.30 56.64 3.00 2.66 6.62 59.04 3.00 2.81 6.89 60.03 3.00 3.00 7.07 60.03 3.00 ROUTE MCUNGE ID=78 HYD=RTE.G1 INFLOW ID=20 DT=0.0 L=580 NS=0 SLOPE=0.007 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 ZERO VALUE HYDROGRAPH OR SHORT ROUTE - ROUTING BYPASSED * PRINT HYD ID=78 CODE=0 HYDROGRAPH FROM AREA RTE.G1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .3 10.000 .3 15.000 .2 20.000 .2 .100 .0 5.100 .3 10.100 .2 15.100 .2 20.100 .2 .200 .0 5.200 .3 10.200 .3 15.200 .2 20.200 .2 .300 .0 5.300 .3 10.300 .2 15.300 .2 20.300 .2 .400 .0 5.400 .3 10.400 .2 15.400 .2 20.400 .2 .500 .0 5.500 .3 10.500 .2 15.500 .2 20.500 .2 .600 .0 5.600 .3 10.600 .2 15.600 .2 20.600 .2 .700 .0 5.700 .3 10.700 .2 15.700 .2 20.700 .2 .800 .0 5.800 .3 10.800 .2 15.800 .2 20.800 .2 .900 .0 5.900 .3 10.900 .2 15.900 .2 20.900 .2 1.000 .0 6.000 .3 11.000 .2 16.000 .2 21.000 .2 1.100 .2 6.100 .3 11.100 .2 16.100 .2 21.100 .2 1.200 3.2 6.200 .3 11.200 .2 16.200 .2 21.200 .2 1.300 12.4 6.300 .3 11.300 .2 16.300 .2 21.300 .2 1.400 41.1 6.400 .3 11.400 .2 16.400 .2 21.400 .2 1.500 48.2 6.500 .3 11.500 .2 16.500 .2 21.500 .2 1.600 33.6 6.600 .3 11.600 .2 16.600 .2 21.600 .2 1.700 21.8 6.700 .3 11.700 .2 16.700 .2 21.700 .2 1.800 15.8 6.800 .3 11.800 .2 16.800 .2 21.800 .2 1.900 12.1 6.900 .3 11.900 .2 16.900 .2 21.900 .2 2.000 9.7 7.000 .3 12.000 .2 17.000 .2 22.000 .2 2.100 5.9 7.100 .3 12.100 .2 17.100 .2 22.100 .2 2.200 3.5 7.200 .3 12.200 .2 17.200 .2 22.200 .2 2.300 2.5 7.300 .3 12.300 .2 17.300 .2 22.300 .2 2.400 1.9 7.400 .3 12.400 .2 17.400 .2 22.400 .2 2.500 1.4 7.500 .3 12.500 .2 17.500 .2 22.500 .2 2.600 1.1 7.600 .3 12.600 .2 17.600 .2 22.600 .2 2.700 .9 7.700 .3 12.700 .2 17.700 .2 22.700 .2 2.800 .7 7.800 .3 12.800 .2 17.800 .2 22.800 .2 2.900 .6 7.900 .3 12.900 .2 17.900 .2 22.900 .2 3.000 .5 8.000 .3 13.000 .2 18.000 .2 23.000 .1 3.100 .5 8.100 .3 13.100 .2 18.100 .2 23.100 .2 3.200 .4 8.200 .3 13.200 .2 18.200 .2 23.200 .2 3.300 .4 8.300 .3 13.300 .2 18.300 .2 23.300 .1 3.400 .3 8.400 .3 13.400 .2 18.400 .2 23.400 .1 3.500 .3 8.500 .3 13.500 .2 18.500 .2 23.500 .1 3.600 .3 8.600 .3 13.600 .2 18.600 .2 23.600 .1 3.700 .3 8.700 .3 13.700 .2 18.700 .2 23.700 .1 3.800 .3 8.800 .3 13.800 .2 18.800 .2 23.800 .1 3.900 .3 8.900 .3 13.900 .2 18.900 .2 23.900 .1 4.000 .3 9.000 .3 14.000 .2 19.000 .2 24.000 .1 4.100 .2 9.100 .3 14.100 .2 19.100 .2 24.100 .1 4.200 .2 9.200 .3 14.200 .2 19.200 .2 24.200 .0 4.300 .2 9.300 .3 14.300 .2 19.300 .2 24.300 .0 4.400 .2 9.400 .3 14.400 .2 19.400 .2 24.400 .0 4.500 .2 9.500 .3 14.500 .2 19.500 .2 24.500 .0 4.600 .2 9.600 .3 14.600 .2 19.600 .2 24.600 .0 4.700 .2 9.700 .3 14.700 .2 19.700 .2 24.700 .0 4.800 .2 9.800 .3 14.800 .2 19.800 .2 24.800 .0 4.900 .2 9.900 .3 14.900 .2 19.900 .2 RUNOFF VOLUME = 1.61330 INCHES = 2.1777 ACRE-FEET PEAK DISCHARGE RATE = 48.23 CFS AT 1.500 HOURS BASIN AREA = .0253 SQ. MI. * * *****SANTA FE 2***** * COMPUTE NM HYD ID=21 HYD NO=BASIN.G2 DA=.02530 SQ MI %A=0 %B=25.0 %C=25.0 %D=50.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 50.056 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .012650 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 33.712 CFS UNIT VOLUME = 1.007 B = 354.44 P60 = 1.8400 AREA = .012650 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=21 CODE=10 HYDROGRAPH FROM AREA BASIN.G2 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .3 10.000 .3 15.000 .2 20.000 .2 1.000 .0 6.000 .3 11.000 .2 16.000 .2 21.000 .2 2.000 9.7 7.000 .3 12.000 .2 17.000 .2 22.000 .2 3.000 .5 8.000 .3 13.000 .2 18.000 .2 23.000 .1 4.000 .3 9.000 .3 14.000 .2 19.000 .2 24.000 .1 RUNOFF VOLUME = 1.61331 INCHES = 2.1769 ACRE-FEET PEAK DISCHARGE RATE = 48.22 CFS AT 1.500 HOURS BASIN AREA = .0253 SQ. MI. * * ADD HYD ID=30 HYD=G1.G2 ID I=78 II=21 PRINT HYD ID=30 CODE=10 HYDROGRAPH FROM AREA G1.G2 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .5 10.000 .5 15.000 .4 20.000 .3 1.000 .0 6.000 .6 11.000 .5 16.000 .4 21.000 .3 2.000 19.4 7.000 .6 12.000 .5 17.000 .4 22.000 .3 3.000 1.0 8.000 .6 13.000 .4 18.000 .4 23.000 .3 4.000 .5 9.000 .5 14.000 .4 19.000 .3 24.000 .3 RUNOFF VOLUME = 1.61330 INCHES = 4.3546 ACRE-FEET PEAK DISCHARGE RATE = 96.45 CFS AT 1.500 HOURS BASIN AREA = .0506 SQ. MI. * * ADD HYD ID=31 HYD=G1G2.PONDF ID I=30 II=77 PRINT HYD ID=31 CODE=10 HYDROGRAPH FROM AREA G1G2.PONDF TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 23.6 24.000 7.1 36.000 .0 48.000 .0 1.000 .0 13.000 23.2 25.000 1.7 37.000 .0 49.000 .0 2.000 40.0 14.000 22.7 26.000 .7 38.000 .0 50.000 .0 3.000 24.9 15.000 22.0 27.000 .3 39.000 .0 51.000 .0 4.000 24.8 16.000 21.2 28.000 .2 40.000 .0 52.000 .0 5.000 24.8 17.000 20.3 29.000 .2 41.000 .0 53.000 .0 6.000 24.8 18.000 19.3 30.000 .1 42.000 .0 54.000 .0 7.000 24.6 19.000 18.1 31.000 .1 43.000 .0 55.000 .0 8.000 24.5 20.000 16.4 32.000 .1 44.000 .0 56.000 .0 9.000 24.3 21.000 14.1 33.000 .1 45.000 .0 10.000 24.1 22.000 12.2 34.000 .1 46.000 .0 11.000 23.8 23.000 10.5 35.000 .0 47.000 .0 RUNOFF VOLUME = 1.31719 INCHES = 43.0096 ACRE-FEET PEAK DISCHARGE RATE = 111.35 CFS AT 1.500 HOURS BASIN AREA = .6122 SQ. MI. * * ************************************************************* DIVIDE HYD ID=31 Q=17.86 ID I=32 HYD NO=BYPASS.G ID II=33 HYD NO=SURGE.G PRINT HYD ID=32 CODE=10 HYDROGRAPH FROM AREA BYPASS.G TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 17.9 24.000 7.1 36.000 .0 48.000 .0 1.000 .0 13.000 17.9 25.000 1.7 37.000 .0 49.000 .0 2.000 17.9 14.000 17.9 26.000 .7 38.000 .0 50.000 .0 3.000 17.9 15.000 17.9 27.000 .3 39.000 .0 51.000 .0 4.000 17.9 16.000 17.9 28.000 .2 40.000 .0 52.000 .0 5.000 17.9 17.000 17.9 29.000 .2 41.000 .0 53.000 .0 6.000 17.9 18.000 17.9 30.000 .1 42.000 .0 54.000 .0 7.000 17.9 19.000 17.9 31.000 .1 43.000 .0 55.000 .0 8.000 17.9 20.000 16.4 32.000 .1 44.000 .0 56.000 .0 9.000 17.9 21.000 14.1 33.000 .1 45.000 .0 10.000 17.9 22.000 12.2 34.000 .1 46.000 .0 11.000 17.9 23.000 10.5 35.000 .0 47.000 .0 RUNOFF VOLUME = 1.31719 INCHES = 32.2686 ACRE-FEET PEAK DISCHARGE RATE = 17.86 CFS AT 1.300 HOURS BASIN AREA = .4593 SQ. MI. PRINT HYD ID=33 CODE=10 HYDROGRAPH FROM AREA SURGE.G TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 4.000 7.0 8.000 6.6 12.000 5.7 16.000 3.4 1.000 .0 5.000 7.0 9.000 6.4 13.000 5.3 17.000 2.5 2.000 22.1 6.000 6.9 10.000 6.2 14.000 4.8 18.000 1.4 3.000 7.1 7.000 6.8 11.000 6.0 15.000 4.2 19.000 .2 RUNOFF VOLUME = 1.31719 INCHES = 10.7410 ACRE-FEET PEAK DISCHARGE RATE = 93.49 CFS AT 1.500 HOURS BASIN AREA = .1529 SQ. MI. ************************************************************* * * ROUTE RESERVOIR ID=34 HYD=POND.G INFLOW ID=33 CODE=6.3 OUTFLOW STORAGE DEPTH 0 0 5415.67 2.47 0.23 5417.0 4.15 0.84 5418.0 5.71 1.83 5419.0 7.17 3.17 5420.0 8.55 4.70 5421.0 9.86 6.34 5422.0 10.18 7.21 5422.5 100.00 8.10 5423.0 * * * * * * * * * * * * * * * * * TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) .00 .00 5415.67 .000 .00 .60 .00 5415.67 .000 .00 1.20 .00 5415.67 .000 .00 1.80 32.40 5419.41 2.385 6.31 2.40 8.58 5419.81 2.914 6.89 3.00 7.08 5419.83 2.946 6.93 3.60 6.99 5419.84 2.950 6.93 4.20 6.98 5419.84 2.953 6.93 4.80 6.96 5419.84 2.954 6.94 5.40 6.93 5419.84 2.955 6.94 6.00 6.91 5419.84 2.955 6.94 6.60 6.86 5419.84 2.953 6.93 7.20 6.75 5419.83 2.947 6.93 7.80 6.63 5419.82 2.935 6.91 8.40 6.52 5419.81 2.919 6.90 9.00 6.40 5419.80 2.898 6.87 9.60 6.27 5419.78 2.872 6.84 10.20 6.15 5419.75 2.841 6.81 10.80 6.02 5419.73 2.806 6.77 11.40 5.87 5419.70 2.766 6.73 12.00 5.70 5419.66 2.720 6.68 12.60 5.48 5419.63 2.668 6.62 13.20 5.22 5419.58 2.606 6.56 13.80 4.91 5419.53 2.534 6.48 14.40 4.56 5419.46 2.450 6.39 15.00 4.16 5419.39 2.353 6.28 15.60 3.71 5419.31 2.239 6.16 16.20 3.21 5419.21 2.109 6.01 16.80 2.67 5419.10 1.961 5.85 17.40 2.07 5418.96 1.793 5.65 18.00 1.45 5418.78 1.608 5.36 18.60 .78 5418.57 1.405 5.04 19.20 .00 5418.35 1.183 4.69 19.80 .00 5418.12 .959 4.34 20.40 .00 5417.86 .753 3.91 21.00 .00 5417.56 .572 3.41 21.60 .00 5417.30 .414 2.98 22.20 .00 5417.08 .276 2.60 22.80 .00 5416.62 .164 1.76 23.40 .00 5416.23 .096 1.03 24.00 .00 5416.00 .057 .61 24.60 .00 5415.86 .033 .36 25.20 .00 5415.78 .019 .21 25.80 .00 5415.74 .011 .12 26.40 .00 5415.71 .007 .07 27.00 .00 5415.69 .004 .04 27.60 .00 5415.68 .002 .02 28.20 .00 5415.68 .001 .01 28.80 .00 5415.67 .001 .01 29.40 .00 5415.67 .000 .01 30.00 .00 5415.67 .000 .00 30.60 .00 5415.67 .000 .00 31.20 .00 5415.67 .000 .00 PEAK DISCHARGE = 6.936 CFS - PEAK OCCURS AT HOUR 5.40 MAXIMUM WATER SURFACE ELEVATION = 5419.839 MAXIMUM STORAGE = 2.9550 AC-FT INCREMENTAL TIME= .300000HRS * * PRINT HYD ID=24 CODE=10 HYDROGRAPH FROM AREA BASIN.F5 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .3 10.000 .3 15.000 .2 20.000 .2 1.000 .0 6.000 .3 11.000 .3 16.000 .2 21.000 .2 2.000 9.5 7.000 .3 12.000 .3 17.000 .2 22.000 .2 3.000 .5 8.000 .3 13.000 .2 18.000 .2 23.000 .2 4.000 .3 9.000 .3 14.000 .2 19.000 .2 24.000 .2 RUNOFF VOLUME = 2.02070 INCHES = 1.9959 ACRE-FEET PEAK DISCHARGE RATE = 39.52 CFS AT 1.500 HOURS BASIN AREA = .0185 SQ. MI. * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.006 DIA=3.0 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .16 .14 .27 1.33 .31 .39 1.18 1.83 .47 .71 2.73 2.18 .63 1.07 4.92 2.44 .78 1.46 7.68 2.63 .94 1.89 10.96 2.78 1.09 2.33 14.68 2.89 1.25 2.79 18.77 2.96 1.41 3.26 23.14 2.99 1.56 3.72 27.69 3.00 1.72 4.19 32.33 3.00 1.88 4.65 36.94 3.00 2.03 5.10 41.40 3.00 2.19 5.53 45.58 3.00 2.35 5.93 49.32 3.00 2.50 6.30 52.43 3.00 2.66 6.62 54.66 3.00 2.81 6.89 55.58 3.00 3.00 7.07 55.58 3.00 ROUTE MCUNGE ID=78 HYD=RTE.PONDG INFLOW ID=34 DT=0.0 L=1440 NS=0 SLOPE=0.006 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 INFLOW END= 105 TABLE PTS= 19 DT= .300000 QMED= 3.47 CKMED= 6.0369 WIDTH MED= 2.27 NREACH= 1 DX= 1440.00 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .282 .0 1.33 .91 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .16 .1 .3 .207 1.3 3.17 1.93 2.380 .007 .996 .410 -.405 .0 .997 .244 -.241 .31 .4 1.2 .133 1.8 4.38 3.01 3.285 .017 .992 .535 -.527 .6 .993 .465 -.458 .47 .7 2.7 .103 2.2 5.55 3.87 4.159 .026 .990 .614 -.604 1.9 .991 .578 -.569 .63 1.1 4.9 .087 2.4 6.53 4.61 4.896 .036 .988 .663 -.651 3.8 .989 .641 -.630 .78 1.5 7.7 .076 2.6 7.36 5.24 5.523 .046 .986 .696 -.682 6.2 .987 .681 -.668 .94 1.9 11.0 .069 2.8 8.08 5.80 6.057 .056 .984 .719 -.703 9.3 .985 .708 -.693 1.09 2.3 14.7 .064 2.9 8.67 6.29 6.505 .068 .982 .736 -.718 12.8 .983 .728 -.712 1.25 2.8 18.8 .059 3.0 9.16 6.73 6.873 .080 .980 .749 -.728 16.7 .981 .743 -.724 1.41 3.3 23.1 .056 3.0 9.55 7.11 7.161 .094 .977 .758 -.735 20.9 .979 .754 -.733 1.56 3.7 27.7 .054 3.0 9.82 7.44 7.362 .109 .974 .764 -.738 25.4 .976 .762 -.738 1.72 4.2 32.3 .052 3.0 9.88 7.71 7.409 .126 .970 .766 -.736 30.0 .973 .766 -.738 1.88 4.7 36.9 .050 3.0 9.69 7.94 7.271 .147 .965 .762 -.727 34.6 .968 .765 -.733 2.03 5.1 41.4 .049 3.0 9.24 8.12 6.927 .173 .957 .753 -.710 39.2 .962 .759 -.721 2.19 5.5 45.6 .048 3.0 8.46 8.25 6.349 .208 .945 .735 -.680 43.5 .952 .746 -.698 2.35 5.9 49.3 .048 3.0 7.32 8.32 5.493 .260 .923 .704 -.627 47.5 .936 .723 -.659 2.50 6.3 52.4 .048 3.0 5.70 8.33 4.277 .355 .874 .645 -.519 50.9 .906 .681 -.587 2.66 6.6 54.7 .048 3.0 3.34 8.25 2.505 .631 .695 .516 -.211 53.6 .826 .600 -.425 2.81 6.9 55.6 .050 3.0 1.90 8.07 1.428 1.126 .366 .437 .197 55.1 .386 .437 .177 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 3 OCCURRED 2 TIMES. AVERAGE NUMBER ITERATIONS = 1.1143 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .282 .0 1.33 .91 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .16 .1 .3 .207 1.3 1.36 1.93 1.017 .017 .983 .017 .000 .0 .995 .005 .000 .31 .4 1.2 .133 1.8 1.40 3.01 1.053 .053 .950 .050 .000 .6 .967 .033 .000 .47 .7 2.7 .103 2.2 1.47 3.87 1.099 .099 .910 .090 .000 1.9 .929 .071 .000 .63 1.1 4.9 .087 2.4 1.54 4.61 1.152 .152 .868 .132 .000 3.8 .888 .112 .000 .78 1.5 7.7 .076 2.6 1.61 5.24 1.209 .209 .827 .173 .000 6.2 .847 .153 .000 .94 1.9 11.0 .069 2.8 1.69 5.80 1.269 .269 .788 .212 .000 9.3 .807 .193 .000 1.09 2.3 14.7 .064 2.9 1.78 6.29 1.331 .331 .751 .249 .000 12.8 .769 .231 .000 1.25 2.8 18.8 .059 3.0 1.86 6.73 1.395 .395 .717 .283 .000 16.7 .733 .267 .000 1.41 3.3 23.1 .056 3.0 1.95 7.11 1.460 .460 .685 .315 .000 20.9 .701 .299 .000 1.56 3.7 27.7 .054 3.0 2.03 7.44 1.525 .525 .656 .344 .000 25.4 .670 .330 .000 1.72 4.2 32.3 .052 3.0 2.12 7.71 1.589 .589 .629 .371 .000 30.0 .642 .358 .000 1.88 4.7 36.9 .050 3.0 2.20 7.94 1.648 .648 .607 .393 .000 34.6 .618 .382 .000 2.03 5.1 41.4 .049 3.0 2.27 8.12 1.703 .703 .587 .413 .000 39.2 .597 .403 .000 2.19 5.5 45.6 .048 3.0 2.34 8.25 1.753 .753 .571 .429 .000 43.5 .579 .421 .000 2.35 5.9 49.3 .048 3.0 2.39 8.32 1.795 .795 .557 .443 .000 47.5 .564 .436 .000 2.50 6.3 52.4 .048 3.0 2.44 8.33 1.829 .829 .547 .453 .000 50.9 .552 .448 .000 2.66 6.6 54.7 .048 3.0 2.47 8.25 1.853 .853 .540 .460 .000 53.6 .543 .457 .000 2.81 6.9 55.6 .050 3.0 1.90 8.07 1.428 1.126 .366 .437 .197 55.1 .386 .437 .177 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 3 OCCURRED 1 TIMES. AVERAGE NUMBER ITERATIONS = 1.0471 Equations solved with two passes: first using the Ponce correction to C1, second using the Fread correction to C1, C2 and C3 * PRINT HYD ID=78 CODE=0 HYDROGRAPH FROM AREA RTE.PONDG TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.600 6.9 13.200 6.6 19.800 4.5 26.400 .1 .300 .0 6.900 6.9 13.500 6.5 20.100 4.3 26.700 .1 .600 .0 7.200 6.9 13.800 6.5 20.400 4.1 27.000 .1 .900 .0 7.500 6.9 14.100 6.5 20.700 3.9 27.300 .0 1.200 .0 7.800 6.9 14.400 6.4 21.000 3.6 27.600 .0 1.500 .2 8.100 6.9 14.700 6.4 21.300 3.4 27.900 .0 1.800 4.8 8.400 6.9 15.000 6.3 21.600 3.2 28.200 .0 2.100 6.4 8.700 6.9 15.300 6.3 21.900 3.0 28.500 .0 2.400 6.8 9.000 6.9 15.600 6.2 22.200 2.8 28.800 .0 2.700 6.9 9.300 6.9 15.900 6.1 22.500 2.6 29.100 .0 3.000 6.9 9.600 6.9 16.200 6.1 22.800 2.3 29.400 .0 3.300 6.9 9.900 6.8 16.500 6.0 23.100 1.7 29.700 .0 3.600 6.9 10.200 6.8 16.800 5.9 23.400 1.3 30.000 .0 3.900 6.9 10.500 6.8 17.100 5.8 23.700 1.0 30.300 .0 4.200 6.9 10.800 6.8 17.400 5.7 24.000 .8 30.600 .0 4.500 6.9 11.100 6.8 17.700 5.6 24.300 .6 30.900 .0 4.800 6.9 11.400 6.7 18.000 5.5 24.600 .5 31.200 .0 5.100 6.9 11.700 6.7 18.300 5.3 24.900 .4 31.500 .0 5.400 6.9 12.000 6.7 18.600 5.2 25.200 .3 5.700 6.9 12.300 6.7 18.900 5.0 25.500 .2 6.000 6.9 12.600 6.6 19.200 4.8 25.800 .2 6.300 6.9 12.900 6.6 19.500 4.7 26.100 .1 RUNOFF VOLUME = 1.31664 INCHES = 10.7365 ACRE-FEET PEAK DISCHARGE RATE = 6.94 CFS AT 5.700 HOURS BASIN AREA = .1529 SQ. MI. * * ADD HYD ID=79 HYD=BYPASS.RTE.G ID I=78 II=32 PRINT HYD ID=79 CODE=10 HYDROGRAPH FROM AREA BYPASS.RTE.G TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 24.6 24.000 7.9 36.000 .0 48.000 .0 1.000 .0 13.000 24.5 25.000 2.0 37.000 .0 49.000 .0 2.000 23.7 14.000 24.3 26.000 .8 38.000 .0 50.000 .0 3.000 24.8 15.000 24.2 27.000 .4 39.000 .0 51.000 .0 4.000 24.8 16.000 24.0 28.000 .2 40.000 .0 52.000 .0 5.000 24.8 17.000 23.7 29.000 .2 41.000 .0 53.000 .0 6.000 24.8 18.000 23.3 30.000 .1 42.000 .0 54.000 .0 7.000 24.8 19.000 22.8 31.000 .1 43.000 .0 55.000 .0 8.000 24.8 20.000 20.8 32.000 .1 44.000 .0 56.000 .0 9.000 24.7 21.000 17.7 33.000 .1 45.000 .0 10.000 24.7 22.000 15.1 34.000 .1 46.000 .0 11.000 24.6 23.000 12.4 35.000 .0 47.000 .0 RUNOFF VOLUME = 1.31704 INCHES = 43.0048 ACRE-FEET PEAK DISCHARGE RATE = 24.80 CFS AT 5.700 HOURS BASIN AREA = .6122 SQ. MI. * * ********************************************************************* * *************POND G DISCHARGES INTO POND K*************************** * COMPUTE NM HYD ID=55 HYD NO=OFFSITE2 DA=.0805 SQ MI %A=100 %B=0.0 %C=0.0 %D=0.0 TP=-.66 HR RAIN=-1 K = .803590HR TP = .660000HR K/TP RATIO = 1.217560 SHAPE CONSTANT, N = 2.922175 UNIT PEAK = 33.592 CFS UNIT VOLUME = .9995 B = 275.41 P60 = 1.8400 AREA = .080500 SQ MI IA = .65000 INCHES INF = 1.67000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=55 CODE=10 HYDROGRAPH FROM AREA OFFSITE2 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 4.000 1.5 8.000 .3 12.000 .1 16.000 .0 1.000 .0 5.000 .9 9.000 .2 13.000 .0 17.000 .0 2.000 13.9 6.000 .6 10.000 .1 14.000 .0 18.000 .0 3.000 5.2 7.000 .4 11.000 .1 15.000 .0 RUNOFF VOLUME = .41534 INCHES = 1.7832 ACRE-FEET PEAK DISCHARGE RATE = 13.87 CFS AT 2.000 HOURS BASIN AREA = .0805 SQ. MI. * * ROUTE RESERVOIR ID=50 HYD=OFFPOND2 INFLOW ID=55 CODE=5 OUTFLOW STORAGE DEPTH 0 0 0 2.16 0.047 1 3.06 0.222 2 3.75 0.466 3 4.33 0.751 4 4.84 1.081 5 * * * * * * * * * * * * * * * * * TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) .00 .00 .00 .000 .00 .50 .00 .00 .000 .00 1.00 .00 .00 .000 .00 1.50 3.77 .41 .019 .88 2.00 13.87 2.49 .342 3.40 2.50 9.71 3.78 .689 4.20 3.00 5.22 4.18 .809 4.42 3.50 2.80 4.11 .787 4.39 4.00 1.50 3.80 .695 4.22 4.50 1.13 3.39 .579 3.98 5.00 .92 2.98 .461 3.74 5.50 .75 2.52 .348 3.42 6.00 .61 2.08 .241 3.11 6.50 .49 1.55 .144 2.66 7.00 .40 1.08 .061 2.23 7.50 .33 .34 .016 .73 8.00 .26 .16 .008 .35 8.50 .22 .12 .005 .25 9.00 .17 .09 .004 .20 9.50 .14 .07 .003 .16 10.00 .12 .06 .003 .13 10.50 .09 .05 .002 .11 11.00 .08 .04 .002 .09 11.50 .06 .03 .002 .07 12.00 .05 .03 .001 .06 12.50 .04 .02 .001 .05 13.00 .03 .02 .001 .04 13.50 .03 .01 .001 .03 14.00 .02 .01 .001 .02 14.50 .02 .01 .000 .02 15.00 .01 .01 .000 .02 15.50 .01 .01 .000 .01 16.00 .01 .00 .000 .01 16.50 .01 .00 .000 .01 17.00 .01 .00 .000 .01 17.50 .01 .00 .000 .01 18.00 .00 .00 .000 .00 PEAK DISCHARGE = 4.426 CFS - PEAK OCCURS AT HOUR 3.10 MAXIMUM WATER SURFACE ELEVATION = 4.188 MAXIMUM STORAGE = .8131 AC-FT INCREMENTAL TIME= .100000HRS * * PRINT HYD ID=50 CODE=10 * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.011 DIA=2.0 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .10 .06 .12 .89 .21 .17 .54 1.22 .31 .31 1.26 1.45 .42 .47 2.26 1.62 .52 .65 3.53 1.76 .63 .84 5.03 1.85 .73 1.04 6.74 1.93 .83 1.24 8.62 1.97 .94 1.45 10.63 2.00 1.04 1.66 12.72 2.00 1.15 1.86 14.85 2.00 1.25 2.07 16.96 2.00 1.35 2.27 19.01 2.00 1.46 2.46 20.93 2.00 1.56 2.63 22.65 2.00 1.67 2.80 24.08 2.00 1.77 2.94 25.10 2.00 1.88 3.06 25.52 2.00 2.00 3.14 25.52 2.00 ROUTE MCUNGE ID=70 HYD=RTE.OFFPOND2 INFLOW ID=50 DT=0.0 L=900 NS=0 SLOPE=0.011 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 INFLOW END= 185 TABLE PTS= 19 DT= .100000 QMED= 2.21 CKMED= 6.2379 WIDTH MED= 1.62 NREACH= 1 DX= 900.00 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .170 .0 2.50 .94 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .10 .1 .1 .125 .9 3.28 1.99 1.312 .004 .996 .136 -.133 .0 .999 .021 -.021 .21 .2 .5 .080 1.2 4.53 3.11 1.810 .010 .993 .291 -.284 .3 .994 .203 -.197 .31 .3 1.3 .062 1.5 5.73 4.00 2.292 .015 .991 .395 -.386 .9 .992 .347 -.339 .42 .5 2.3 .053 1.6 6.75 4.76 2.698 .021 .989 .462 -.451 1.7 .990 .431 -.421 .52 .7 3.5 .046 1.8 7.61 5.42 3.044 .027 .987 .509 -.496 2.9 .988 .488 -.475 .63 .8 5.0 .042 1.9 8.34 6.00 3.338 .033 .985 .542 -.527 4.3 .986 .527 -.513 .73 1.0 6.7 .038 1.9 8.96 6.50 3.585 .039 .983 .567 -.550 5.9 .984 .556 -.540 .83 1.2 8.6 .036 2.0 9.47 6.95 3.788 .047 .981 .586 -.567 7.7 .982 .578 -.560 .94 1.4 10.6 .034 2.0 9.87 7.34 3.947 .055 .978 .600 -.578 9.6 .980 .594 -.574 1.04 1.7 12.7 .033 2.0 10.14 7.68 4.057 .063 .975 .609 -.585 11.7 .977 .606 -.583 1.15 1.9 14.8 .031 2.0 10.21 7.97 4.083 .073 .972 .612 -.584 13.8 .974 .612 -.586 1.25 2.1 17.0 .030 2.0 10.02 8.21 4.007 .086 .966 .607 -.574 15.9 .969 .611 -.580 1.35 2.3 19.0 .030 2.0 9.54 8.39 3.817 .101 .959 .593 -.552 18.0 .963 .602 -.565 1.46 2.5 20.9 .029 2.0 8.75 8.52 3.499 .121 .948 .567 -.515 20.0 .954 .583 -.537 1.56 2.6 22.7 .029 2.0 7.57 8.60 3.027 .151 .928 .521 -.449 21.8 .940 .549 -.488 1.67 2.8 24.1 .029 2.0 5.89 8.60 2.357 .206 .884 .439 -.323 23.4 .912 .489 -.401 1.77 2.9 25.1 .029 2.0 3.45 8.53 1.381 .367 .733 .272 -.005 24.6 .842 .378 -.220 1.88 3.1 25.5 .030 2.0 1.97 8.34 .787 .655 .463 .181 .356 25.3 .480 .181 .339 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 3 OCCURRED 1 TIMES. AVERAGE NUMBER ITERATIONS = 1.1024 Equations solved using the Ponce correction to C2 * PRINT HYD ID=70 CODE=0 HYDROGRAPH FROM AREA RTE.OFFPOND2 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 3.800 4.3 7.600 .7 11.400 .1 15.200 .0 .100 .0 3.900 4.3 7.700 .6 11.500 .1 15.300 .0 .200 .0 4.000 4.2 7.800 .5 11.600 .1 15.400 .0 .300 .0 4.100 4.2 7.900 .4 11.700 .1 15.500 .0 .400 .0 4.200 4.1 8.000 .4 11.800 .1 15.600 .0 .500 .0 4.300 4.1 8.100 .3 11.900 .1 15.700 .0 .600 .0 4.400 4.0 8.200 .3 12.000 .1 15.800 .0 .700 .0 4.500 4.0 8.300 .3 12.100 .1 15.900 .0 .800 .0 4.600 3.9 8.400 .3 12.200 .1 16.000 .0 .900 .0 4.700 3.9 8.500 .3 12.300 .1 16.100 .0 1.000 .0 4.800 3.9 8.600 .2 12.400 .0 16.200 .0 1.100 .0 4.900 3.8 8.700 .2 12.500 .0 16.300 .0 1.200 .0 5.000 3.8 8.800 .2 12.600 .0 16.400 .0 1.300 .0 5.100 3.7 8.900 .2 12.700 .0 16.500 .0 1.400 .0 5.200 3.6 9.000 .2 12.800 .0 16.600 .0 1.500 .4 5.300 3.6 9.100 .2 12.900 .0 16.700 .0 1.600 1.6 5.400 3.5 9.200 .2 13.000 .0 16.800 .0 1.700 2.6 5.500 3.4 9.300 .2 13.100 .0 16.900 .0 1.800 2.6 5.600 3.4 9.400 .2 13.200 .0 17.000 .0 1.900 3.1 5.700 3.3 9.500 .2 13.300 .0 17.100 .0 2.000 3.3 5.800 3.3 9.600 .2 13.400 .0 17.200 .0 2.100 3.6 5.900 3.2 9.700 .2 13.500 .0 17.300 .0 2.200 3.8 6.000 3.1 9.800 .1 13.600 .0 17.400 .0 2.300 3.9 6.100 3.1 9.900 .1 13.700 .0 17.500 .0 2.400 4.1 6.200 3.0 10.000 .1 13.800 .0 17.600 .0 2.500 4.2 6.300 2.9 10.100 .1 13.900 .0 17.700 .0 2.600 4.3 6.400 2.8 10.200 .1 14.000 .0 17.800 .0 2.700 4.3 6.500 2.7 10.300 .1 14.100 .0 17.900 .0 2.800 4.4 6.600 2.6 10.400 .1 14.200 .0 18.000 .0 2.900 4.4 6.700 2.5 10.500 .1 14.300 .0 18.100 .0 3.000 4.4 6.800 2.4 10.600 .1 14.400 .0 18.200 .0 3.100 4.4 6.900 2.3 10.700 .1 14.500 .0 18.300 .0 3.200 4.4 7.000 2.3 10.800 .1 14.600 .0 18.400 .0 3.300 4.4 7.100 2.2 10.900 .1 14.700 .0 18.500 .0 3.400 4.4 7.200 1.9 11.000 .1 14.800 .0 18.600 .0 3.500 4.4 7.300 1.3 11.100 .1 14.900 .0 18.700 .0 3.600 4.4 7.400 1.0 11.200 .1 15.000 .0 18.800 .0 3.700 4.3 7.500 .8 11.300 .1 15.100 .0 RUNOFF VOLUME = .41538 INCHES = 1.7834 ACRE-FEET PEAK DISCHARGE RATE = 4.43 CFS AT 3.200 HOURS BASIN AREA = .0805 SQ. MI. * * COMPUTE NM HYD ID=30 HYD NO=BASIN.B DA=.01998 SQ MI %A=0 %B=34.0 %C=34.0 %D=32.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 25.299 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .006394 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 36.207 CFS UNIT VOLUME = 1.007 B = 354.44 P60 = 1.8400 AREA = .013586 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=30 CODE=10 HYDROGRAPH FROM AREA BASIN.B TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .1 10.000 .1 15.000 .1 20.000 .1 1.000 .0 6.000 .1 11.000 .1 16.000 .1 21.000 .1 2.000 5.8 7.000 .2 12.000 .1 17.000 .1 22.000 .1 3.000 .3 8.000 .1 13.000 .1 18.000 .1 23.000 .1 4.000 .1 9.000 .1 14.000 .1 19.000 .1 24.000 .1 RUNOFF VOLUME = 1.32000 INCHES = 1.4066 ACRE-FEET PEAK DISCHARGE RATE = 34.80 CFS AT 1.500 HOURS BASIN AREA = .0200 SQ. MI. * * ROUTE RESERVOIR ID=51 HYD=POND.B INFLOW ID=30 CODE=5 OUTFLOW STORAGE DEPTH 0 0 5515 1.71 0.06 5516 2.42 0.24 5517 2.96 0.55 5518 3.42 0.99 5519 3.82 1.67 5520 * * * * * * * * * * * * * * * * * TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) .00 .00 5515.00 .000 .00 .50 .00 5515.00 .000 .00 1.00 .00 5515.00 .000 .00 1.50 34.80 5517.54 .407 2.71 2.00 5.83 5518.84 .918 3.34 2.50 .93 5518.75 .880 3.31 3.00 .31 5518.50 .769 3.19 3.50 .17 5518.23 .649 3.06 4.00 .13 5517.94 .531 2.93 4.50 .12 5517.58 .419 2.73 5.00 .13 5517.24 .315 2.55 5.50 .14 5516.88 .219 2.34 6.00 .15 5516.42 .136 2.01 6.50 .16 5516.03 .065 1.73 7.00 .15 5515.40 .024 .68 7.50 .15 5515.18 .011 .31 8.00 .14 5515.11 .007 .20 8.50 .14 5515.09 .006 .16 9.00 .14 5515.08 .005 .14 9.50 .13 5515.08 .005 .14 10.00 .13 5515.08 .005 .13 10.50 .12 5515.07 .004 .13 11.00 .12 5515.07 .004 .12 11.50 .12 5515.07 .004 .12 12.00 .12 5515.07 .004 .12 12.50 .11 5515.07 .004 .11 13.00 .11 5515.07 .004 .11 13.50 .11 5515.06 .004 .11 14.00 .10 5515.06 .004 .11 14.50 .10 5515.06 .004 .10 15.00 .10 5515.06 .004 .10 15.50 .10 5515.06 .004 .10 16.00 .10 5515.06 .003 .10 16.50 .09 5515.06 .003 .10 17.00 .09 5515.06 .003 .09 17.50 .09 5515.05 .003 .09 18.00 .09 5515.05 .003 .09 18.50 .09 5515.05 .003 .09 19.00 .09 5515.05 .003 .09 19.50 .08 5515.05 .003 .09 20.00 .08 5515.05 .003 .08 20.50 .08 5515.05 .003 .08 21.00 .08 5515.05 .003 .08 21.50 .08 5515.05 .003 .08 22.00 .08 5515.05 .003 .08 22.50 .08 5515.05 .003 .08 23.00 .07 5515.04 .003 .08 23.50 .07 5515.04 .003 .08 24.00 .07 5515.04 .003 .07 24.50 .00 5515.02 .001 .03 25.00 .00 5515.01 .000 .01 25.50 .00 5515.00 .000 .00 PEAK DISCHARGE = 3.357 CFS - PEAK OCCURS AT HOUR 2.10 MAXIMUM WATER SURFACE ELEVATION = 5518.863 MAXIMUM STORAGE = .9296 AC-FT INCREMENTAL TIME= .100000HRS * * PRINT HYD ID=51 CODE=10 HYDROGRAPH FROM AREA POND.B TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 2.0 12.000 .1 18.000 .1 24.000 .1 1.000 .0 7.000 .7 13.000 .1 19.000 .1 25.000 .0 2.000 3.3 8.000 .2 14.000 .1 20.000 .1 26.000 .0 3.000 3.2 9.000 .1 15.000 .1 21.000 .1 4.000 2.9 10.000 .1 16.000 .1 22.000 .1 5.000 2.6 11.000 .1 17.000 .1 23.000 .1 RUNOFF VOLUME = 1.31999 INCHES = 1.4066 ACRE-FEET PEAK DISCHARGE RATE = 3.36 CFS AT 2.100 HOURS BASIN AREA = .0200 SQ. MI. * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.03 DIA=2.0 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .10 .06 .21 .89 .21 .17 .89 1.22 .31 .31 2.07 1.45 .42 .47 3.73 1.62 .52 .65 5.82 1.76 .63 .84 8.31 1.85 .73 1.04 11.13 1.93 .83 1.24 14.24 1.97 .94 1.45 17.55 2.00 1.04 1.66 21.00 2.00 1.15 1.86 24.52 2.00 1.25 2.07 28.02 2.00 1.35 2.27 31.40 2.00 1.46 2.46 34.57 2.00 1.56 2.63 37.41 2.00 1.67 2.80 39.77 2.00 1.77 2.94 41.46 2.00 1.88 3.06 42.15 2.00 2.00 3.14 42.15 2.00 ROUTE MCUNGE ID=71 HYD=RTE.PONDB INFLOW ID=51 DT=0.0 L=1180 NS=0 SLOPE=0.03 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 INFLOW END= 261 TABLE PTS= 19 DT= .100000 QMED= 1.68 CKMED= 8.4416 WIDTH MED= 1.38 NREACH= 1 DX= 1180.00 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .135 .0 3.28 1.55 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .10 .1 .2 .100 .9 5.42 3.29 1.652 .001 .999 .246 -.245 .0 .999 .065 -.065 .21 .2 .9 .064 1.2 7.47 5.14 2.280 .003 .998 .391 -.389 .5 .999 .309 -.307 .31 .3 2.1 .050 1.5 9.46 6.61 2.887 .004 .998 .486 -.484 1.4 .998 .442 -.440 .42 .5 3.7 .042 1.6 11.14 7.86 3.398 .006 .997 .546 -.543 2.9 .998 .519 -.516 .52 .7 5.8 .037 1.8 12.57 8.95 3.834 .007 .997 .587 -.584 4.7 .997 .568 -.565 .63 .8 8.3 .033 1.9 13.78 9.90 4.204 .009 .996 .616 -.613 7.0 .997 .603 -.600 .73 1.0 11.1 .031 1.9 14.80 10.74 4.515 .011 .996 .638 -.634 9.7 .996 .629 -.625 .83 1.2 14.2 .029 2.0 15.64 11.48 4.771 .013 .995 .654 -.650 12.7 .996 .647 -.643 .94 1.4 17.5 .027 2.0 16.29 12.13 4.971 .015 .995 .666 -.661 15.9 .995 .661 -.656 1.04 1.7 21.0 .026 2.0 16.75 12.69 5.110 .018 .994 .674 -.668 19.3 .995 .671 -.665 1.15 1.9 24.5 .025 2.0 16.86 13.16 5.143 .021 .993 .676 -.669 22.7 .994 .676 -.670 1.25 2.1 28.0 .024 2.0 16.54 13.56 5.047 .024 .992 .671 -.663 26.3 .993 .674 -.667 1.35 2.3 31.4 .024 2.0 15.76 13.86 4.808 .028 .990 .657 -.648 29.7 .991 .666 -.657 1.46 2.5 34.6 .023 2.0 14.44 14.08 4.407 .034 .988 .632 -.620 33.0 .989 .647 -.636 1.56 2.6 37.4 .023 2.0 12.50 14.20 3.813 .042 .983 .588 -.571 36.0 .986 .615 -.600 1.67 2.8 39.8 .023 2.0 9.73 14.21 2.969 .058 .971 .503 -.475 38.6 .979 .556 -.534 1.77 2.9 41.5 .023 2.0 5.70 14.09 1.739 .103 .928 .296 -.224 40.6 .960 .435 -.395 1.88 3.1 42.1 .024 2.0 3.25 13.77 .991 .183 .831 .080 .088 41.8 .838 .088 .074 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 3 OCCURRED 1 TIMES. AVERAGE NUMBER ITERATIONS = 1.1036 Equations solved using the Ponce correction to C2 * PRINT HYD ID=71 CODE=0 HYDROGRAPH FROM AREA RTE.PONDB TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.300 2.5 10.600 .1 15.900 .1 21.200 .1 .100 .0 5.400 2.4 10.700 .1 16.000 .1 21.300 .1 .200 .0 5.500 2.4 10.800 .1 16.100 .1 21.400 .1 .300 .0 5.600 2.3 10.900 .1 16.200 .1 21.500 .1 .400 .0 5.700 2.2 11.000 .1 16.300 .1 21.600 .1 .500 .0 5.800 2.2 11.100 .1 16.400 .1 21.700 .1 .600 .0 5.900 2.1 11.200 .1 16.500 .1 21.800 .1 .700 .0 6.000 2.0 11.300 .1 16.600 .1 21.900 .1 .800 .0 6.100 2.0 11.400 .1 16.700 .1 22.000 .1 .900 .0 6.200 1.9 11.500 .1 16.800 .1 22.100 .1 1.000 .0 6.300 1.9 11.600 .1 16.900 .1 22.200 .1 1.100 .0 6.400 1.8 11.700 .1 17.000 .1 22.300 .1 1.200 .0 6.500 1.7 11.800 .1 17.100 .1 22.400 .1 1.300 .5 6.600 1.6 11.900 .1 17.200 .1 22.500 .1 1.400 1.7 6.700 1.3 12.000 .1 17.300 .1 22.600 .1 1.500 2.6 6.800 1.1 12.100 .1 17.400 .1 22.700 .1 1.600 2.9 6.900 .9 12.200 .1 17.500 .1 22.800 .1 1.700 3.2 7.000 .7 12.300 .1 17.600 .1 22.900 .1 1.800 3.2 7.100 .6 12.400 .1 17.700 .1 23.000 .1 1.900 3.3 7.200 .5 12.500 .1 17.800 .1 23.100 .1 2.000 3.3 7.300 .4 12.600 .1 17.900 .1 23.200 .1 2.100 3.4 7.400 .4 12.700 .1 18.000 .1 23.300 .1 2.200 3.4 7.500 .3 12.800 .1 18.100 .1 23.400 .1 2.300 3.3 7.600 .3 12.900 .1 18.200 .1 23.500 .1 2.400 3.3 7.700 .3 13.000 .1 18.300 .1 23.600 .1 2.500 3.3 7.800 .2 13.100 .1 18.400 .1 23.700 .1 2.600 3.3 7.900 .2 13.200 .1 18.500 .1 23.800 .1 2.700 3.3 8.000 .2 13.300 .1 18.600 .1 23.900 .1 2.800 3.2 8.100 .2 13.400 .1 18.700 .1 24.000 .1 2.900 3.2 8.200 .2 13.500 .1 18.800 .1 24.100 .1 3.000 3.2 8.300 .2 13.600 .1 18.900 .1 24.200 .1 3.100 3.2 8.400 .2 13.700 .1 19.000 .1 24.300 .1 3.200 3.1 8.500 .2 13.800 .1 19.100 .1 24.400 .0 3.300 3.1 8.600 .2 13.900 .1 19.200 .1 24.500 .0 3.400 3.1 8.700 .2 14.000 .1 19.300 .1 24.600 .0 3.500 3.1 8.800 .1 14.100 .1 19.400 .1 24.700 .0 3.600 3.0 8.900 .1 14.200 .1 19.500 .1 24.800 .0 3.700 3.0 9.000 .1 14.300 .1 19.600 .1 24.900 .0 3.800 3.0 9.100 .1 14.400 .1 19.700 .1 25.000 .0 3.900 3.0 9.200 .1 14.500 .1 19.800 .1 25.100 .0 4.000 2.9 9.300 .1 14.600 .1 19.900 .1 25.200 .0 4.100 2.9 9.400 .1 14.700 .1 20.000 .1 25.300 .0 4.200 2.9 9.500 .1 14.800 .1 20.100 .1 25.400 .0 4.300 2.8 9.600 .1 14.900 .1 20.200 .1 25.500 .0 4.400 2.8 9.700 .1 15.000 .1 20.300 .1 25.600 .0 4.500 2.7 9.800 .1 15.100 .1 20.400 .1 25.700 .0 4.600 2.7 9.900 .1 15.200 .1 20.500 .1 25.800 .0 4.700 2.7 10.000 .1 15.300 .1 20.600 .1 25.900 .0 4.800 2.6 10.100 .1 15.400 .1 20.700 .1 26.000 .0 4.900 2.6 10.200 .1 15.500 .1 20.800 .1 26.100 .0 5.000 2.6 10.300 .1 15.600 .1 20.900 .1 5.100 2.5 10.400 .1 15.700 .1 21.000 .1 5.200 2.5 10.500 .1 15.800 .1 21.100 .1 RUNOFF VOLUME = 1.32010 INCHES = 1.4067 ACRE-FEET PEAK DISCHARGE RATE = 3.36 CFS AT 2.100 HOURS BASIN AREA = .0200 SQ. MI. * * ADD HYD ID=72 HYD=OFF.B ID I=71 II=70 PRINT HYD ID=72 CODE=10 HYDROGRAPH FROM AREA OFF.B TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 5.2 12.000 .2 18.000 .1 24.000 .1 1.000 .0 7.000 3.0 13.000 .2 19.000 .1 25.000 .0 2.000 6.6 8.000 .6 14.000 .1 20.000 .1 26.000 .0 3.000 7.6 9.000 .3 15.000 .1 21.000 .1 4.000 7.2 10.000 .3 16.000 .1 22.000 .1 5.000 6.3 11.000 .2 17.000 .1 23.000 .1 RUNOFF VOLUME = .59525 INCHES = 3.1899 ACRE-FEET PEAK DISCHARGE RATE = 7.62 CFS AT 2.900 HOURS BASIN AREA = .1005 SQ. MI. * * COMPUTE NM HYD ID=30 HYD NO=BASIN.E1 DA=.03341 SQ MI %A=0.0 %B=33.0 %C=33.0 %D=34.0 TP=-0.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 44.949 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .011359 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 58.764 CFS UNIT VOLUME = 1.007 B = 354.44 P60 = 1.8400 AREA = .022051 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=30 CODE=10 HYDROGRAPH FROM AREA BASIN.E1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .2 10.000 .2 15.000 .2 20.000 .1 1.000 .0 6.000 .3 11.000 .2 16.000 .2 21.000 .1 2.000 10.1 7.000 .3 12.000 .2 17.000 .2 22.000 .1 3.000 .5 8.000 .3 13.000 .2 18.000 .2 23.000 .1 4.000 .2 9.000 .2 14.000 .2 19.000 .2 24.000 .1 RUNOFF VOLUME = 1.35259 INCHES = 2.4101 ACRE-FEET PEAK DISCHARGE RATE = 58.79 CFS AT 1.500 HOURS BASIN AREA = .0334 SQ. MI. * * ADD HYD ID=73 HYD=OFFB.E1 ID I=72 II=30 PRINT HYD ID=73 CODE=10 HYDROGRAPH FROM AREA OFFB.E1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 5.4 12.000 .4 18.000 .3 24.000 .2 1.000 .0 7.000 3.3 13.000 .3 19.000 .2 25.000 .0 2.000 16.7 8.000 .8 14.000 .3 20.000 .2 26.000 .0 3.000 8.2 9.000 .6 15.000 .3 21.000 .2 4.000 7.4 10.000 .5 16.000 .3 22.000 .2 5.000 6.5 11.000 .4 17.000 .3 23.000 .2 RUNOFF VOLUME = .78423 INCHES = 5.6000 ACRE-FEET PEAK DISCHARGE RATE = 61.76 CFS AT 1.500 HOURS BASIN AREA = .1339 SQ. MI. * * COMPUTE NM HYD ID=32 HYD NO=BASIN.E2 DA=.01348 SQ MI %A=0.0 %B=18.0 %C=18.0 %D=64.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 34.137 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .008627 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 12.933 CFS UNIT VOLUME = 1.006 B = 354.44 P60 = 1.8400 AREA = .004853 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=32 CODE=10 HYDROGRAPH FROM AREA BASIN.E2 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .2 10.000 .2 15.000 .1 20.000 .1 1.000 .0 6.000 .2 11.000 .2 16.000 .1 21.000 .1 2.000 6.1 7.000 .2 12.000 .2 17.000 .1 22.000 .1 3.000 .3 8.000 .2 13.000 .1 18.000 .1 23.000 .1 4.000 .2 9.000 .2 14.000 .1 19.000 .1 24.000 .1 RUNOFF VOLUME = 1.84145 INCHES = 1.3239 ACRE-FEET PEAK DISCHARGE RATE = 27.42 CFS AT 1.500 HOURS BASIN AREA = .0135 SQ. MI. * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.002 DIA=3.0 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .16 .14 .16 1.33 .31 .39 .68 1.83 .47 .71 1.58 2.18 .63 1.07 2.84 2.44 .78 1.46 4.43 2.63 .94 1.89 6.33 2.78 1.09 2.33 8.48 2.89 1.25 2.79 10.84 2.96 1.41 3.26 13.36 2.99 1.56 3.72 15.99 3.00 1.72 4.19 18.67 3.00 1.88 4.65 21.33 3.00 2.03 5.10 23.90 3.00 2.19 5.53 26.32 3.00 2.35 5.93 28.48 3.00 2.50 6.30 30.27 3.00 2.66 6.62 31.56 3.00 2.81 6.89 32.09 3.00 3.00 7.07 32.09 3.00 ROUTE MCUNGE ID=76 HYD=RTE.E2 INFLOW ID=32 DT=0.0 L=800 NS=0 SLOPE=0.01 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 INFLOW END= 249 TABLE PTS= 19 DT= .100000 QMED= 13.71 CKMED= 5.6088 WIDTH MED= 2.99 NREACH= 1 DX= 800.00 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .271 .0 2.22 .53 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .16 .1 .2 .200 1.3 2.21 1.11 .993 .007 .993 .000 .007 .0 .999 .000 .001 .31 .4 .7 .128 1.8 2.53 1.74 1.138 .018 .983 .072 -.055 .4 .989 .030 -.019 .47 .7 1.6 .099 2.2 3.20 2.24 1.441 .028 .977 .190 -.167 1.1 .979 .135 -.115 .63 1.1 2.8 .084 2.4 3.77 2.66 1.696 .039 .972 .269 -.240 2.2 .974 .232 -.206 .78 1.5 4.4 .073 2.6 4.25 3.03 1.913 .049 .967 .325 -.292 3.6 .969 .299 -.268 .94 1.9 6.3 .066 2.8 4.66 3.35 2.098 .061 .961 .367 -.328 5.4 .964 .348 -.312 1.09 2.3 8.5 .061 2.9 5.01 3.63 2.253 .073 .956 .399 -.355 7.4 .959 .385 -.343 1.25 2.8 10.8 .057 3.0 5.29 3.88 2.381 .087 .950 .423 -.373 9.6 .953 .413 -.366 1.41 3.3 13.4 .054 3.0 5.51 4.10 2.481 .101 .944 .442 -.385 12.1 .947 .434 -.381 1.56 3.7 16.0 .052 3.0 5.67 4.29 2.550 .118 .936 .455 -.391 14.7 .940 .450 -.390 1.72 4.2 18.7 .050 3.0 5.70 4.45 2.567 .136 .926 .460 -.386 17.3 .932 .459 -.390 1.88 4.7 21.3 .048 3.0 5.60 4.59 2.519 .159 .914 .456 -.370 20.0 .921 .460 -.380 2.03 5.1 23.9 .047 3.0 5.33 4.69 2.399 .187 .896 .442 -.338 22.6 .906 .451 -.357 2.19 5.5 26.3 .047 3.0 4.89 4.76 2.199 .224 .869 .416 -.285 25.1 .884 .432 -.316 2.35 5.9 28.5 .046 3.0 4.23 4.80 1.903 .281 .824 .372 -.195 27.4 .851 .398 -.248 2.50 6.3 30.3 .046 3.0 3.29 4.81 1.482 .383 .733 .302 -.034 29.4 .790 .343 -.133 2.66 6.6 31.6 .047 3.0 1.93 4.77 .868 .682 .465 .216 .319 30.9 .652 .260 .088 2.81 6.9 32.1 .048 3.0 1.10 4.66 .495 1.216 .103 .262 .635 31.8 .123 .255 .623 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 3 OCCURRED 7 TIMES. AVERAGE NUMBER ITERATIONS = 1.0458 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .271 .0 2.22 .53 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .16 .1 .2 .200 1.3 2.21 1.11 .993 .007 .993 .000 .007 .0 .999 .000 .001 .31 .4 .7 .128 1.8 2.27 1.74 1.020 .020 .980 .020 .000 .4 .987 .013 .000 .47 .7 1.6 .099 2.2 2.31 2.24 1.039 .039 .962 .038 .000 1.1 .971 .029 .000 .63 1.1 2.8 .084 2.4 2.36 2.66 1.062 .062 .942 .058 .000 2.2 .952 .048 .000 .78 1.5 4.4 .073 2.6 2.42 3.03 1.087 .087 .920 .080 .000 3.6 .931 .069 .000 .94 1.9 6.3 .066 2.8 2.48 3.35 1.115 .115 .897 .103 .000 5.4 .908 .092 .000 1.09 2.3 8.5 .061 2.9 2.54 3.63 1.144 .144 .874 .126 .000 7.4 .885 .115 .000 1.25 2.8 10.8 .057 3.0 2.61 3.88 1.175 .175 .851 .149 .000 9.6 .862 .138 .000 1.41 3.3 13.4 .054 3.0 2.68 4.10 1.208 .208 .828 .172 .000 12.1 .839 .161 .000 1.56 3.7 16.0 .052 3.0 2.76 4.29 1.241 .241 .805 .195 .000 14.7 .817 .183 .000 1.72 4.2 18.7 .050 3.0 2.83 4.45 1.275 .275 .785 .215 .000 17.3 .795 .205 .000 1.88 4.7 21.3 .048 3.0 2.90 4.59 1.306 .306 .766 .234 .000 20.0 .775 .225 .000 2.03 5.1 23.9 .047 3.0 2.97 4.69 1.336 .336 .749 .251 .000 22.6 .757 .243 .000 2.19 5.5 26.3 .047 3.0 3.03 4.76 1.362 .362 .734 .266 .000 25.1 .741 .259 .000 2.35 5.9 28.5 .046 3.0 3.08 4.80 1.385 .385 .722 .278 .000 27.4 .728 .272 .000 2.50 6.3 30.3 .046 3.0 3.12 4.81 1.404 .404 .712 .288 .000 29.4 .717 .283 .000 2.66 6.6 31.6 .047 3.0 1.93 4.77 .868 .682 .465 .216 .319 30.9 .652 .260 .088 2.81 6.9 32.1 .048 3.0 1.10 4.66 .495 1.216 .103 .262 .635 31.8 .123 .255 .623 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 3 OCCURRED 5 TIMES. AVERAGE NUMBER ITERATIONS = 1.0407 Equations solved with two passes: first using the Ponce correction to C1, second using the Fread correction to C1, C2 and C3 * PRINT HYD ID=76 CODE=0 HYDROGRAPH FROM AREA RTE.E2 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .2 10.000 .2 15.000 .1 20.000 .1 .100 .0 5.100 .2 10.100 .2 15.100 .1 20.100 .1 .200 .0 5.200 .2 10.200 .2 15.200 .1 20.200 .1 .300 .0 5.300 .2 10.300 .2 15.300 .1 20.300 .1 .400 .0 5.400 .2 10.400 .2 15.400 .1 20.400 .1 .500 .0 5.500 .2 10.500 .2 15.500 .1 20.500 .1 .600 .0 5.600 .2 10.600 .2 15.600 .1 20.600 .1 .700 .0 5.700 .2 10.700 .2 15.700 .1 20.700 .1 .800 .0 5.800 .2 10.800 .2 15.800 .1 20.800 .1 .900 .0 5.900 .2 10.900 .2 15.900 .1 20.900 .1 1.000 .0 6.000 .2 11.000 .2 16.000 .1 21.000 .1 1.100 .0 6.100 .2 11.100 .2 16.100 .1 21.100 .1 1.200 .2 6.200 .2 11.200 .2 16.200 .1 21.200 .1 1.300 2.6 6.300 .2 11.300 .2 16.300 .1 21.300 .1 1.400 10.8 6.400 .2 11.400 .2 16.400 .1 21.400 .1 1.500 24.9 6.500 .2 11.500 .2 16.500 .1 21.500 .1 1.600 25.3 6.600 .2 11.600 .2 16.600 .1 21.600 .1 1.700 17.6 6.700 .2 11.700 .2 16.700 .1 21.700 .1 1.800 12.1 6.800 .2 11.800 .2 16.800 .1 21.800 .1 1.900 9.2 6.900 .2 11.900 .2 16.900 .1 21.900 .1 2.000 7.4 7.000 .2 12.000 .2 17.000 .1 22.000 .1 2.100 5.9 7.100 .2 12.100 .2 17.100 .1 22.100 .1 2.200 3.6 7.200 .2 12.200 .2 17.200 .1 22.200 .1 2.300 2.1 7.300 .2 12.300 .2 17.300 .1 22.300 .1 2.400 1.5 7.400 .2 12.400 .2 17.400 .1 22.400 .1 2.500 1.1 7.500 .2 12.500 .2 17.500 .1 22.500 .1 2.600 .9 7.600 .2 12.600 .2 17.600 .1 22.600 .1 2.700 .7 7.700 .2 12.700 .2 17.700 .1 22.700 .1 2.800 .5 7.800 .2 12.800 .2 17.800 .1 22.800 .1 2.900 .5 7.900 .2 12.900 .2 17.900 .1 22.900 .1 3.000 .4 8.000 .2 13.000 .1 18.000 .1 23.000 .1 3.100 .3 8.100 .2 13.100 .1 18.100 .1 23.100 .1 3.200 .3 8.200 .2 13.200 .1 18.200 .1 23.200 .1 3.300 .3 8.300 .2 13.300 .1 18.300 .1 23.300 .1 3.400 .2 8.400 .2 13.400 .1 18.400 .1 23.400 .1 3.500 .2 8.500 .2 13.500 .1 18.500 .1 23.500 .1 3.600 .2 8.600 .2 13.600 .1 18.600 .1 23.600 .1 3.700 .2 8.700 .2 13.700 .1 18.700 .1 23.700 .1 3.800 .2 8.800 .2 13.800 .1 18.800 .1 23.800 .1 3.900 .2 8.900 .2 13.900 .1 18.900 .1 23.900 .1 4.000 .2 9.000 .2 14.000 .1 19.000 .1 24.000 .1 4.100 .2 9.100 .2 14.100 .1 19.100 .1 24.100 .1 4.200 .2 9.200 .2 14.200 .1 19.200 .1 24.200 .1 4.300 .2 9.300 .2 14.300 .1 19.300 .1 24.300 .0 4.400 .2 9.400 .2 14.400 .1 19.400 .1 24.400 .0 4.500 .2 9.500 .2 14.500 .1 19.500 .1 24.500 .0 4.600 .2 9.600 .2 14.600 .1 19.600 .1 24.600 .0 4.700 .2 9.700 .2 14.700 .1 19.700 .1 24.700 .0 4.800 .2 9.800 .2 14.800 .1 19.800 .1 24.800 .0 4.900 .2 9.900 .2 14.900 .1 19.900 .1 24.900 .0 RUNOFF VOLUME = 1.82775 INCHES = 1.3140 ACRE-FEET PEAK DISCHARGE RATE = 25.29 CFS AT 1.600 HOURS BASIN AREA = .0135 SQ. MI. * * COMPUTE NM HYD ID=33 HYD NO=BASIN.E3 DA=.01197 SQ MI %A=0.0 %B=25.0 %C=25.0 %D=50.0 TP=-0.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 23.682 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .005985 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 15.950 CFS UNIT VOLUME = 1.006 B = 354.44 P60 = 1.8400 AREA = .005985 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=33 CODE=10 HYDROGRAPH FROM AREA BASIN.E3 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .1 10.000 .1 15.000 .1 20.000 .1 1.000 .0 6.000 .1 11.000 .1 16.000 .1 21.000 .1 2.000 4.6 7.000 .1 12.000 .1 17.000 .1 22.000 .1 3.000 .2 8.000 .1 13.000 .1 18.000 .1 23.000 .1 4.000 .1 9.000 .1 14.000 .1 19.000 .1 24.000 .1 RUNOFF VOLUME = 1.61331 INCHES = 1.0299 ACRE-FEET PEAK DISCHARGE RATE = 22.82 CFS AT 1.500 HOURS BASIN AREA = .0120 SQ. MI. * * COMPUTE NM HYD ID=34 HYD NO=BASIN.E4 DA=.00577 SQ MI %A=0.0 %B=5.0 %C=5.0 %D=90.0 TP=-0.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 20.548 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .005193 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 1.5377 CFS UNIT VOLUME = .9989 B = 354.44 P60 = 1.8400 AREA = .000577 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=34 CODE=10 HYDROGRAPH FROM AREA BASIN.E4 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .1 10.000 .1 15.000 .1 20.000 .1 1.000 .0 6.000 .1 11.000 .1 16.000 .1 21.000 .1 2.000 3.4 7.000 .1 12.000 .1 17.000 .1 22.000 .1 3.000 .2 8.000 .1 13.000 .1 18.000 .1 23.000 .1 4.000 .1 9.000 .1 14.000 .1 19.000 .1 24.000 .1 RUNOFF VOLUME = 2.26513 INCHES = .6971 ACRE-FEET PEAK DISCHARGE RATE = 13.11 CFS AT 1.500 HOURS BASIN AREA = .0058 SQ. MI. * * ADD HYD ID=74 HYD=E3.E4 ID I=33 II=34 PRINT HYD ID=74 CODE=10 HYDROGRAPH FROM AREA E3.E4 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .2 10.000 .2 15.000 .2 20.000 .1 1.000 .0 6.000 .3 11.000 .2 16.000 .2 21.000 .1 2.000 8.0 7.000 .3 12.000 .2 17.000 .2 22.000 .1 3.000 .4 8.000 .2 13.000 .2 18.000 .2 23.000 .1 4.000 .2 9.000 .2 14.000 .2 19.000 .2 24.000 .1 RUNOFF VOLUME = 1.82529 INCHES = 1.7270 ACRE-FEET PEAK DISCHARGE RATE = 35.93 CFS AT 1.500 HOURS BASIN AREA = .0177 SQ. MI. * * ADD HYD ID=75 HYD=E3E4.E1BOFF ID I=74 II=73 PRINT HYD ID=75 CODE=10 HYDROGRAPH FROM AREA E3E4.E1BOFF TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 5.7 12.000 .6 18.000 .4 24.000 .3 1.000 .0 7.000 3.5 13.000 .5 19.000 .4 25.000 .0 2.000 24.7 8.000 1.1 14.000 .5 20.000 .4 26.000 .0 3.000 8.6 9.000 .8 15.000 .5 21.000 .4 4.000 7.6 10.000 .7 16.000 .5 22.000 .4 5.000 6.8 11.000 .6 17.000 .4 23.000 .3 RUNOFF VOLUME = .90603 INCHES = 7.3270 ACRE-FEET PEAK DISCHARGE RATE = 97.69 CFS AT 1.500 HOURS BASIN AREA = .1516 SQ. MI. * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.026 DIA=4.0 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .21 .25 1.21 1.78 .42 .69 5.27 2.44 .63 1.25 12.26 2.91 .83 1.90 22.05 3.25 1.04 2.60 34.43 3.51 1.25 3.36 49.13 3.71 1.46 4.15 65.82 3.85 1.67 4.96 84.15 3.94 1.88 5.79 103.74 3.99 2.08 6.62 124.15 4.00 2.29 7.45 144.94 4.00 2.50 8.27 165.61 4.00 2.71 9.06 185.62 4.00 2.92 9.82 204.35 4.00 3.13 10.54 221.12 4.00 3.34 11.20 235.07 4.00 3.54 11.77 245.05 4.00 3.75 12.24 249.15 4.00 4.00 12.57 249.15 4.00 ROUTE MCUNGE ID=77 HYD=RTE.E1E4 INFLOW ID=75 DT=0.0 L=1210 NS=0 SLOPE=0.026 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 ZERO VALUE HYDROGRAPH OR SHORT ROUTE - ROUTING BYPASSED * PRINT HYD ID=77 CODE=0 HYDROGRAPH FROM AREA RTE.E1E4 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.300 6.5 10.600 .7 15.900 .5 21.200 .4 .100 .0 5.400 6.4 10.700 .7 16.000 .5 21.300 .4 .200 .0 5.500 6.3 10.800 .6 16.100 .4 21.400 .4 .300 .0 5.600 6.2 10.900 .6 16.200 .4 21.500 .4 .400 .0 5.700 6.0 11.000 .6 16.300 .4 21.600 .4 .500 .0 5.800 5.9 11.100 .6 16.400 .4 21.700 .4 .600 .0 5.900 5.8 11.200 .6 16.500 .4 21.800 .4 .700 .0 6.000 5.7 11.300 .6 16.600 .4 21.900 .4 .800 .0 6.100 5.6 11.400 .6 16.700 .4 22.000 .4 .900 .0 6.200 5.5 11.500 .6 16.800 .4 22.100 .4 1.000 .0 6.300 5.3 11.600 .6 16.900 .4 22.200 .4 1.100 .4 6.400 5.1 11.700 .6 17.000 .4 22.300 .4 1.200 5.8 6.500 5.0 11.800 .6 17.100 .4 22.400 .3 1.300 22.8 6.600 4.8 11.900 .6 17.200 .4 22.500 .3 1.400 81.3 6.700 4.4 12.000 .6 17.300 .4 22.600 .4 1.500 97.7 6.800 4.0 12.100 .6 17.400 .4 22.700 .3 1.600 70.5 6.900 3.8 12.200 .6 17.500 .4 22.800 .3 1.700 48.2 7.000 3.5 12.300 .6 17.600 .4 22.900 .3 1.800 35.9 7.100 3.3 12.400 .6 17.700 .4 23.000 .3 1.900 29.2 7.200 2.9 12.500 .6 17.800 .4 23.100 .3 2.000 24.7 7.300 2.3 12.600 .6 17.900 .4 23.200 .3 2.100 18.1 7.400 2.0 12.700 .6 18.000 .4 23.300 .3 2.200 13.7 7.500 1.7 12.800 .5 18.100 .4 23.400 .3 2.300 12.0 7.600 1.5 12.900 .5 18.200 .4 23.500 .3 2.400 10.9 7.700 1.3 13.000 .5 18.300 .4 23.600 .3 2.500 10.2 7.800 1.2 13.100 .5 18.400 .4 23.700 .3 2.600 9.7 7.900 1.1 13.200 .5 18.500 .4 23.800 .3 2.700 9.3 8.000 1.1 13.300 .5 18.600 .4 23.900 .3 2.800 9.0 8.100 1.0 13.400 .5 18.700 .4 24.000 .3 2.900 8.8 8.200 1.0 13.500 .5 18.800 .4 24.100 .2 3.000 8.6 8.300 1.0 13.600 .5 18.900 .4 24.200 .1 3.100 8.4 8.400 .9 13.700 .5 19.000 .4 24.300 .1 3.200 8.3 8.500 .9 13.800 .5 19.100 .4 24.400 .1 3.300 8.2 8.600 .9 13.900 .5 19.200 .4 24.500 .1 3.400 8.1 8.700 .9 14.000 .5 19.300 .4 24.600 .0 3.500 8.0 8.800 .8 14.100 .5 19.400 .4 24.700 .0 3.600 8.0 8.900 .8 14.200 .5 19.500 .4 24.800 .0 3.700 7.9 9.000 .8 14.300 .5 19.600 .4 24.900 .0 3.800 7.8 9.100 .8 14.400 .5 19.700 .4 25.000 .0 3.900 7.7 9.200 .8 14.500 .5 19.800 .4 25.100 .0 4.000 7.6 9.300 .8 14.600 .5 19.900 .4 25.200 .0 4.100 7.5 9.400 .8 14.700 .5 20.000 .4 25.300 .0 4.200 7.4 9.500 .8 14.800 .5 20.100 .4 25.400 .0 4.300 7.3 9.600 .8 14.900 .5 20.200 .4 25.500 .0 4.400 7.3 9.700 .7 15.000 .5 20.300 .4 25.600 .0 4.500 7.2 9.800 .7 15.100 .5 20.400 .4 25.700 .0 4.600 7.1 9.900 .7 15.200 .5 20.500 .4 25.800 .0 4.700 7.0 10.000 .7 15.300 .5 20.600 .4 25.900 .0 4.800 6.9 10.100 .7 15.400 .5 20.700 .4 26.000 .0 4.900 6.8 10.200 .7 15.500 .5 20.800 .4 26.100 .0 5.000 6.8 10.300 .7 15.600 .5 20.900 .4 5.100 6.7 10.400 .7 15.700 .5 21.000 .4 5.200 6.6 10.500 .7 15.800 .5 21.100 .4 RUNOFF VOLUME = .90603 INCHES = 7.3270 ACRE-FEET PEAK DISCHARGE RATE = 97.69 CFS AT 1.500 HOURS BASIN AREA = .1516 SQ. MI. * * ADD HYD ID=78 HYD=E1E4.E2 ID I=77 II=76 PRINT HYD ID=78 CODE=10 HYDROGRAPH FROM AREA E1E4.E2 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 5.9 12.000 .7 18.000 .5 24.000 .4 1.000 .0 7.000 3.7 13.000 .7 19.000 .5 25.000 .0 2.000 32.1 8.000 1.3 14.000 .6 20.000 .5 26.000 .0 3.000 9.0 9.000 1.0 15.000 .6 21.000 .5 4.000 7.8 10.000 .9 16.000 .6 22.000 .5 5.000 6.9 11.000 .8 17.000 .6 23.000 .4 RUNOFF VOLUME = .98127 INCHES = 8.6409 ACRE-FEET PEAK DISCHARGE RATE = 122.58 CFS AT 1.500 HOURS BASIN AREA = .1651 SQ. MI. * * COMPUTE NM HYD ID=35 HYD NO=BASIN.E5 DA=.04402 SQ MI %A=0.0 %B=29.0 %C=29.0 %D=42.0 TP=-0.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 73.158 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .018488 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 68.041 CFS UNIT VOLUME = 1.007 B = 354.44 P60 = 1.8400 AREA = .025532 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=35 CODE=10 HYDROGRAPH FROM AREA BASIN.E5 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .4 10.000 .4 15.000 .3 20.000 .2 1.000 .0 6.000 .4 11.000 .4 16.000 .3 21.000 .2 2.000 15.1 7.000 .4 12.000 .3 17.000 .3 22.000 .2 3.000 .8 8.000 .4 13.000 .3 18.000 .3 23.000 .2 4.000 .4 9.000 .4 14.000 .3 19.000 .3 24.000 .2 RUNOFF VOLUME = 1.48295 INCHES = 3.4816 ACRE-FEET PEAK DISCHARGE RATE = 80.67 CFS AT 1.500 HOURS BASIN AREA = .0440 SQ. MI. * * ADD HYD ID=80 HYD=E1E4.E5 ID I=78 II=35 PRINT HYD ID=80 CODE=10 HYDROGRAPH FROM AREA E1E4.E5 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 6.3 12.000 1.1 18.000 .8 24.000 .7 1.000 .0 7.000 4.2 13.000 1.0 19.000 .8 25.000 .0 2.000 47.2 8.000 1.7 14.000 .9 20.000 .7 26.000 .0 3.000 9.8 9.000 1.4 15.000 .9 21.000 .7 4.000 8.2 10.000 1.3 16.000 .9 22.000 .7 5.000 7.3 11.000 1.2 17.000 .8 23.000 .7 RUNOFF VOLUME = 1.08687 INCHES = 12.1224 ACRE-FEET PEAK DISCHARGE RATE = 203.25 CFS AT 1.500 HOURS BASIN AREA = .2091 SQ. MI. * * COMPUTE NM HYD ID=36 HYD NO=BASIN.E6 DA=.00488 SQ MI %A=0.0 %B=5.0 %C=5.0 %D=90.0 TP=-0.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 17.379 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .004392 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 1.3005 CFS UNIT VOLUME = .9989 B = 354.44 P60 = 1.8400 AREA = .000488 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=36 CODE=10 HYDROGRAPH FROM AREA BASIN.E6 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .1 10.000 .1 15.000 .1 20.000 .1 1.000 .0 6.000 .1 11.000 .1 16.000 .1 21.000 .1 2.000 2.9 7.000 .1 12.000 .1 17.000 .1 22.000 .1 3.000 .1 8.000 .1 13.000 .1 18.000 .1 23.000 .1 4.000 .1 9.000 .1 14.000 .1 19.000 .1 24.000 .1 RUNOFF VOLUME = 2.26512 INCHES = .5895 ACRE-FEET PEAK DISCHARGE RATE = 11.09 CFS AT 1.500 HOURS BASIN AREA = .0049 SQ. MI. * * ADD HYD ID=40 HYD=E1E6 ID I=80 II=36 PRINT HYD ID=40 CODE=10 HYDROGRAPH FROM AREA E1E6 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 6.4 12.000 1.2 18.000 .9 24.000 .7 1.000 .0 7.000 4.3 13.000 1.1 19.000 .8 25.000 .0 2.000 50.0 8.000 1.8 14.000 1.0 20.000 .8 26.000 .0 3.000 9.9 9.000 1.5 15.000 1.0 21.000 .8 4.000 8.3 10.000 1.3 16.000 .9 22.000 .7 5.000 7.4 11.000 1.2 17.000 .9 23.000 .7 RUNOFF VOLUME = 1.11374 INCHES = 12.7119 ACRE-FEET PEAK DISCHARGE RATE = 214.33 CFS AT 1.500 HOURS BASIN AREA = .2140 SQ. MI. * * ************************************************************* DIVIDE HYD ID=40 Q=15.5 ID I=61 HYD NO=BYPASS.E ID II=62 HYD NO=SURGE.E PRINT HYD ID=61 CODE=10 HYDROGRAPH FROM AREA BYPASS.E TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 6.4 12.000 1.2 18.000 .9 24.000 .7 1.000 .0 7.000 4.3 13.000 1.1 19.000 .8 25.000 .0 2.000 15.5 8.000 1.8 14.000 1.0 20.000 .8 26.000 .0 3.000 9.9 9.000 1.5 15.000 1.0 21.000 .8 4.000 8.3 10.000 1.3 16.000 .9 22.000 .7 5.000 7.4 11.000 1.2 17.000 .9 23.000 .7 RUNOFF VOLUME = 1.11374 INCHES = 6.1450 ACRE-FEET PEAK DISCHARGE RATE = 15.50 CFS AT 1.300 HOURS BASIN AREA = .1035 SQ. MI. PRINT HYD ID=62 CODE=10 HYDROGRAPH FROM AREA SURGE.E TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 1.000 .0 2.000 34.5 RUNOFF VOLUME = 1.11374 INCHES = 6.5669 ACRE-FEET PEAK DISCHARGE RATE = 198.83 CFS AT 1.500 HOURS BASIN AREA = .1106 SQ. MI. ************************************************************* * * ROUTE RESERVOIR ID=37 HYD=POND.E INFLOW ID=62 CODE=6.3 OUTFLOW STORAGE DEPTH 0.0 0.00 5441.6 3.31 1.37 5444 4.53 2.73 5445 5.68 4.25 5446 6.77 5.97 5447 7.81 7.52 5448 50.0 9.07 5449 * * * * * * * * * * * * * * * * * TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) .00 .00 5441.60 .000 .00 .60 .00 5441.60 .000 .00 1.20 .00 5441.60 .000 .00 1.80 62.10 5446.56 5.217 6.29 2.40 .39 5447.06 6.058 6.83 3.00 .00 5446.86 5.727 6.62 3.60 .00 5446.67 5.404 6.41 4.20 .00 5446.49 5.091 6.21 4.80 .00 5446.31 4.788 6.02 5.40 .00 5446.14 4.494 5.83 6.00 .00 5445.97 4.209 5.65 6.60 .00 5445.79 3.934 5.44 7.20 .00 5445.62 3.669 5.24 7.80 .00 5445.45 3.414 5.05 8.40 .00 5445.29 3.168 4.86 9.00 .00 5445.13 2.932 4.68 9.60 .00 5444.98 2.704 4.51 10.20 .00 5444.82 2.485 4.31 10.80 .00 5444.67 2.276 4.12 11.40 .00 5444.52 2.076 3.94 12.00 .00 5444.38 1.885 3.77 12.60 .00 5444.24 1.702 3.61 13.20 .00 5444.12 1.527 3.45 13.80 .00 5443.98 1.360 3.29 14.40 .00 5443.71 1.206 2.91 15.00 .00 5443.47 1.070 2.59 15.60 .00 5443.26 .949 2.29 16.20 .00 5443.08 .842 2.03 16.80 .00 5442.91 .747 1.80 17.40 .00 5442.76 .663 1.60 18.00 .00 5442.63 .588 1.42 18.60 .00 5442.51 .521 1.26 19.20 .00 5442.41 .463 1.12 19.80 .00 5442.32 .410 .99 20.40 .00 5442.24 .364 .88 21.00 .00 5442.17 .323 .78 21.60 .00 5442.10 .286 .69 22.20 .00 5442.05 .254 .61 22.80 .00 5442.00 .225 .54 23.40 .00 5441.95 .200 .48 24.00 .00 5441.91 .177 .43 24.60 .00 5441.88 .157 .38 25.20 .00 5441.84 .140 .34 25.80 .00 5441.82 .124 .30 26.40 .00 5441.79 .110 .27 27.00 .00 5441.77 .097 .24 27.60 .00 5441.75 .086 .21 28.20 .00 5441.73 .077 .19 28.80 .00 5441.72 .068 .16 29.40 .00 5441.71 .060 .15 30.00 .00 5441.69 .054 .13 30.60 .00 5441.68 .047 .11 31.20 .00 5441.67 .042 .10 31.80 .00 5441.67 .037 .09 32.40 .00 5441.66 .033 .08 33.00 .00 5441.65 .029 .07 TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) 33.60 .00 5441.65 .026 .06 34.20 .00 5441.64 .023 .06 34.80 .00 5441.64 .021 .05 35.40 .00 5441.63 .018 .04 36.00 .00 5441.63 .016 .04 36.60 .00 5441.63 .014 .03 37.20 .00 5441.62 .013 .03 37.80 .00 5441.62 .011 .03 38.40 .00 5441.62 .010 .02 39.00 .00 5441.62 .009 .02 39.60 .00 5441.61 .008 .02 40.20 .00 5441.61 .007 .02 40.80 .00 5441.61 .006 .01 41.40 .00 5441.61 .005 .01 42.00 .00 5441.61 .005 .01 42.60 .00 5441.61 .004 .01 43.20 .00 5441.61 .004 .01 43.80 .00 5441.61 .003 .01 44.40 .00 5441.61 .003 .01 45.00 .00 5441.60 .003 .01 45.60 .00 5441.60 .002 .01 46.20 .00 5441.60 .002 .01 46.80 .00 5441.60 .002 .00 PEAK DISCHARGE = 6.829 CFS - PEAK OCCURS AT HOUR 2.40 MAXIMUM WATER SURFACE ELEVATION = 5447.057 MAXIMUM STORAGE = 6.0584 AC-FT INCREMENTAL TIME= .300000HRS * PRINT HYD ID=37 CODE=10 HYDROGRAPH FROM AREA POND.E TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 3.8 24.000 .4 36.000 .0 48.000 .0 3.000 6.6 15.000 2.6 27.000 .2 39.000 .0 51.000 .0 6.000 5.6 18.000 1.4 30.000 .1 42.000 .0 54.000 .0 9.000 4.7 21.000 .8 33.000 .1 45.000 .0 RUNOFF VOLUME = 1.11484 INCHES = 6.5735 ACRE-FEET PEAK DISCHARGE RATE = 6.83 CFS AT 2.400 HOURS BASIN AREA = .1106 SQ. MI. * * ADD HYD ID=40 HYD=TOTALE ID I=61 II=37 PRINT HYD ID=40 CODE=10 HYDROGRAPH FROM AREA TOTALE TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 11.000 5.3 22.000 1.4 33.000 .1 44.000 .0 1.000 .0 12.000 4.9 23.000 1.2 34.000 .1 45.000 .0 2.000 22.1 13.000 4.6 24.000 1.1 35.000 .0 46.000 .0 3.000 16.5 14.000 4.2 25.000 .4 36.000 .0 47.000 .0 4.000 14.6 15.000 3.5 26.000 .3 37.000 .0 48.000 .0 5.000 13.4 16.000 3.0 27.000 .2 38.000 .0 49.000 .0 6.000 12.1 17.000 2.6 28.000 .2 39.000 .0 50.000 .0 7.000 9.6 18.000 2.3 29.000 .2 40.000 .0 51.000 .0 8.000 6.8 19.000 2.0 30.000 .1 41.000 .0 52.000 .0 9.000 6.2 20.000 1.7 31.000 .1 42.000 .0 53.000 .0 10.000 5.7 21.000 1.5 32.000 .1 43.000 .0 54.000 .0 RUNOFF VOLUME = 1.11427 INCHES = 12.7180 ACRE-FEET PEAK DISCHARGE RATE = 22.33 CFS AT 2.400 HOURS BASIN AREA = .2140 SQ. MI. * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.022 DIA=2.5 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .13 .10 .32 1.11 .26 .27 1.39 1.53 .39 .49 3.22 1.82 .52 .74 5.79 2.03 .65 1.02 9.04 2.19 .78 1.31 12.90 2.32 .91 1.62 17.29 2.41 1.04 1.94 22.10 2.47 1.17 2.26 27.25 2.50 1.30 2.59 32.61 2.50 1.43 2.91 38.07 2.50 1.56 3.23 43.50 2.50 1.69 3.54 48.75 2.50 1.82 3.84 53.68 2.50 1.95 4.12 58.08 2.50 2.08 4.37 61.74 2.50 2.21 4.60 64.37 2.50 2.35 4.78 65.44 2.50 2.50 4.91 65.44 2.50 ROUTE MCUNGE ID=38 HYD=RTE.PONDE INFLOW ID=40 DT=0.0 L=1200 NS=0 SLOPE=0.022 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 INFLOW END= 544 TABLE PTS= 19 DT= .100000 QMED= 11.16 CKMED= 13.1133 WIDTH MED= 2.26 NREACH= 1 DX= 1200.00 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .139 .0 3.33 1.54 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .13 .1 .3 .102 1.1 5.38 3.27 1.614 .002 .998 .236 -.234 .1 .999 .054 -.053 .26 .3 1.4 .065 1.5 7.43 5.10 2.228 .005 .997 .381 -.378 .8 .998 .299 -.296 .39 .5 3.2 .051 1.8 9.40 6.57 2.821 .007 .996 .478 -.474 2.2 .997 .433 -.430 .52 .7 5.8 .043 2.0 11.07 7.81 3.321 .010 .995 .538 -.534 4.4 .996 .510 -.506 .65 1.0 9.0 .037 2.2 12.49 8.89 3.746 .012 .995 .580 -.574 7.4 .995 .561 -.556 .78 1.3 12.9 .034 2.3 13.69 9.84 4.108 .015 .994 .610 -.604 10.9 .994 .596 -.591 .91 1.6 17.3 .031 2.4 14.71 10.67 4.412 .019 .993 .632 -.625 15.0 .994 .622 -.616 1.04 1.9 22.1 .029 2.5 15.54 11.41 4.662 .022 .992 .648 -.640 19.7 .993 .641 -.634 1.17 2.3 27.2 .028 2.5 16.19 12.05 4.857 .026 .991 .660 -.651 24.6 .992 .655 -.647 1.30 2.6 32.6 .026 2.5 16.64 12.61 4.993 .030 .990 .668 -.658 29.9 .991 .665 -.656 1.43 2.9 38.1 .025 2.5 16.75 13.08 5.025 .034 .989 .670 -.659 35.3 .989 .670 -.660 1.56 3.2 43.5 .025 2.5 16.44 13.47 4.932 .040 .987 .665 -.652 40.8 .988 .669 -.657 1.69 3.5 48.8 .024 2.5 15.66 13.77 4.698 .047 .984 .652 -.635 46.1 .985 .660 -.645 1.82 3.8 53.7 .024 2.5 14.35 13.99 4.306 .057 .979 .627 -.606 51.2 .982 .642 -.623 1.95 4.1 58.1 .024 2.5 12.42 14.11 3.726 .071 .970 .583 -.553 55.9 .976 .609 -.585 2.08 4.4 61.7 .024 2.5 9.67 14.12 2.901 .097 .952 .500 -.451 59.9 .964 .551 -.515 2.21 4.6 64.4 .024 2.5 5.66 14.00 1.699 .172 .880 .303 -.184 63.1 .933 .434 -.367 2.35 4.8 65.4 .024 2.5 3.23 13.68 .968 .307 .730 .121 .149 64.9 .740 .126 .133 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 4 OCCURRED 1 TIMES. AVERAGE NUMBER ITERATIONS = 1.3243 Equations solved using the Ponce correction to C2 * PRINT HYD ID=38 CODE=0 HYDROGRAPH FROM AREA RTE.PONDE TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 10.900 5.3 21.800 1.4 32.700 .1 43.600 .0 .100 .0 11.000 5.3 21.900 1.4 32.800 .1 43.700 .0 .200 .0 11.100 5.3 22.000 1.4 32.900 .1 43.800 .0 .300 .0 11.200 5.2 22.100 1.4 33.000 .1 43.900 .0 .400 .0 11.300 5.2 22.200 1.4 33.100 .1 44.000 .0 .500 .0 11.400 5.1 22.300 1.3 33.200 .1 44.100 .0 .600 .0 11.500 5.1 22.400 1.3 33.300 .1 44.200 .0 .700 .0 11.600 5.1 22.500 1.3 33.400 .1 44.300 .0 .800 .0 11.700 5.0 22.600 1.3 33.500 .1 44.400 .0 .900 .0 11.800 5.0 22.700 1.3 33.600 .1 44.500 .0 1.000 .0 11.900 5.0 22.800 1.3 33.700 .1 44.600 .0 1.100 .1 12.000 4.9 22.900 1.3 33.800 .1 44.700 .0 1.200 6.8 12.100 4.9 23.000 1.2 33.900 .1 44.800 .0 1.300 17.9 12.200 4.9 23.100 1.2 34.000 .1 44.900 .0 1.400 17.1 12.300 4.8 23.200 1.2 34.100 .1 45.000 .0 1.500 19.9 12.400 4.8 23.300 1.2 34.200 .1 45.100 .0 1.600 20.0 12.500 4.8 23.400 1.2 34.300 .1 45.200 .0 1.700 21.1 12.600 4.7 23.500 1.2 34.400 .1 45.300 .0 1.800 21.5 12.700 4.7 23.600 1.2 34.500 .1 45.400 .0 1.900 22.1 12.800 4.7 23.700 1.2 34.600 .1 45.500 .0 2.000 22.0 12.900 4.6 23.800 1.2 34.700 .1 45.600 .0 2.100 22.3 13.000 4.6 23.900 1.1 34.800 .1 45.700 .0 2.200 22.3 13.100 4.6 24.000 1.1 34.900 .0 45.800 .0 2.300 22.3 13.200 4.5 24.100 1.0 35.000 .0 45.900 .0 2.400 22.3 13.300 4.5 24.200 .7 35.100 .0 46.000 .0 2.500 21.3 13.400 4.5 24.300 .6 35.200 .0 46.100 .0 2.600 19.6 13.500 4.4 24.400 .5 35.300 .0 46.200 .0 2.700 18.7 13.600 4.4 24.500 .5 35.400 .0 46.300 .0 2.800 17.7 13.700 4.4 24.600 .4 35.500 .0 46.400 .0 2.900 17.1 13.800 4.3 24.700 .4 35.600 .0 46.500 .0 3.000 16.6 13.900 4.3 24.800 .4 35.700 .0 46.600 .0 3.100 16.3 14.000 4.2 24.900 .4 35.800 .0 46.700 .0 3.200 15.9 14.100 4.1 25.000 .4 35.900 .0 46.800 .0 3.300 15.7 14.200 4.1 25.100 .4 36.000 .0 46.900 .0 3.400 15.5 14.300 4.0 25.200 .4 36.100 .0 47.000 .0 3.500 15.3 14.400 3.9 25.300 .3 36.200 .0 47.100 .0 3.600 15.1 14.500 3.9 25.400 .3 36.300 .0 47.200 .0 3.700 15.0 14.600 3.8 25.500 .3 36.400 .0 47.300 .0 3.800 14.8 14.700 3.8 25.600 .3 36.500 .0 47.400 .0 3.900 14.7 14.800 3.7 25.700 .3 36.600 .0 47.500 .0 4.000 14.6 14.900 3.6 25.800 .3 36.700 .0 47.600 .0 4.100 14.4 15.000 3.6 25.900 .3 36.800 .0 47.700 .0 4.200 14.3 15.100 3.5 26.000 .3 36.900 .0 47.800 .0 4.300 14.2 15.200 3.5 26.100 .3 37.000 .0 47.900 .0 4.400 14.0 15.300 3.4 26.200 .3 37.100 .0 48.000 .0 4.500 13.9 15.400 3.4 26.300 .3 37.200 .0 48.100 .0 4.600 13.8 15.500 3.3 26.400 .3 37.300 .0 48.200 .0 4.700 13.7 15.600 3.2 26.500 .3 37.400 .0 48.300 .0 4.800 13.6 15.700 3.2 26.600 .3 37.500 .0 48.400 .0 4.900 13.5 15.800 3.2 26.700 .3 37.600 .0 48.500 .0 5.000 13.4 15.900 3.1 26.800 .2 37.700 .0 48.600 .0 5.100 13.3 16.000 3.1 26.900 .2 37.800 .0 48.700 .0 5.200 13.2 16.100 3.0 27.000 .2 37.900 .0 48.800 .0 5.300 13.0 16.200 3.0 27.100 .2 38.000 .0 48.900 .0 5.400 12.9 16.300 2.9 27.200 .2 38.100 .0 49.000 .0 5.500 12.8 16.400 2.9 27.300 .2 38.200 .0 49.100 .0 5.600 12.7 16.500 2.8 27.400 .2 38.300 .0 49.200 .0 5.700 12.5 16.600 2.8 27.500 .2 38.400 .0 49.300 .0 5.800 12.4 16.700 2.8 27.600 .2 38.500 .0 49.400 .0 5.900 12.2 16.800 2.7 27.700 .2 38.600 .0 49.500 .0 6.000 12.1 16.900 2.7 27.800 .2 38.700 .0 49.600 .0 6.100 12.0 17.000 2.6 27.900 .2 38.800 .0 49.700 .0 6.200 11.9 17.100 2.6 28.000 .2 38.900 .0 49.800 .0 6.300 11.7 17.200 2.6 28.100 .2 39.000 .0 49.900 .0 6.400 11.5 17.300 2.5 28.200 .2 39.100 .0 50.000 .0 6.500 11.3 17.400 2.5 28.300 .2 39.200 .0 50.100 .0 6.600 11.1 17.500 2.4 28.400 .2 39.300 .0 50.200 .0 6.700 10.7 17.600 2.4 28.500 .2 39.400 .0 50.300 .0 6.800 10.3 17.700 2.4 28.600 .2 39.500 .0 50.400 .0 6.900 10.0 17.800 2.4 28.700 .2 39.600 .0 50.500 .0 7.000 9.7 17.900 2.3 28.800 .2 39.700 .0 50.600 .0 7.100 9.4 18.000 2.3 28.900 .2 39.800 .0 50.700 .0 7.200 9.1 18.100 2.3 29.000 .2 39.900 .0 50.800 .0 7.300 8.4 18.200 2.2 29.100 .2 40.000 .0 50.900 .0 7.400 7.9 18.300 2.2 29.200 .2 40.100 .0 51.000 .0 7.500 7.7 18.400 2.2 29.300 .2 40.200 .0 51.100 .0 7.600 7.3 18.500 2.1 29.400 .1 40.300 .0 51.200 .0 7.700 7.2 18.600 2.1 29.500 .1 40.400 .0 51.300 .0 7.800 7.0 18.700 2.1 29.600 .1 40.500 .0 51.400 .0 7.900 6.9 18.800 2.0 29.700 .1 40.600 .0 51.500 .0 8.000 6.8 18.900 2.0 29.800 .1 40.700 .0 51.600 .0 8.100 6.7 19.000 2.0 29.900 .1 40.800 .0 51.700 .0 8.200 6.6 19.100 2.0 30.000 .1 40.900 .0 51.800 .0 8.300 6.6 19.200 1.9 30.100 .1 41.000 .0 51.900 .0 8.400 6.5 19.300 1.9 30.200 .1 41.100 .0 52.000 .0 8.500 6.4 19.400 1.9 30.300 .1 41.200 .0 52.100 .0 8.600 6.4 19.500 1.9 30.400 .1 41.300 .0 52.200 .0 8.700 6.3 19.600 1.8 30.500 .1 41.400 .0 52.300 .0 8.800 6.3 19.700 1.8 30.600 .1 41.500 .0 52.400 .0 8.900 6.2 19.800 1.8 30.700 .1 41.600 .0 52.500 .0 9.000 6.2 19.900 1.8 30.800 .1 41.700 .0 52.600 .0 9.100 6.1 20.000 1.8 30.900 .1 41.800 .0 52.700 .0 9.200 6.1 20.100 1.7 31.000 .1 41.900 .0 52.800 .0 9.300 6.0 20.200 1.7 31.100 .1 42.000 .0 52.900 .0 9.400 6.0 20.300 1.7 31.200 .1 42.100 .0 53.000 .0 9.500 6.0 20.400 1.7 31.300 .1 42.200 .0 53.100 .0 9.600 5.9 20.500 1.7 31.400 .1 42.300 .0 53.200 .0 9.700 5.9 20.600 1.6 31.500 .1 42.400 .0 53.300 .0 9.800 5.8 20.700 1.6 31.600 .1 42.500 .0 53.400 .0 9.900 5.8 20.800 1.6 31.700 .1 42.600 .0 53.500 .0 10.000 5.7 20.900 1.6 31.800 .1 42.700 .0 53.600 .0 10.100 5.7 21.000 1.6 31.900 .1 42.800 .0 53.700 .0 10.200 5.6 21.100 1.5 32.000 .1 42.900 .0 53.800 .0 10.300 5.6 21.200 1.5 32.100 .1 43.000 .0 53.900 .0 10.400 5.6 21.300 1.5 32.200 .1 43.100 .0 54.000 .0 10.500 5.5 21.400 1.5 32.300 .1 43.200 .0 54.100 .0 10.600 5.5 21.500 1.5 32.400 .1 43.300 .0 54.200 .0 10.700 5.4 21.600 1.5 32.500 .1 43.400 .0 54.300 .0 10.800 5.4 21.700 1.4 32.600 .1 43.500 .0 54.400 .0 RUNOFF VOLUME = 1.11446 INCHES = 12.7203 ACRE-FEET PEAK DISCHARGE RATE = 22.34 CFS AT 2.100 HOURS BASIN AREA = .2140 SQ. MI. * * * ***PARK*** * COMPUTE NM HYD ID=32 HYD NO=BASIN.P DA=.00845 SQ MI %A=43 %B=25 %C=25 %D=7 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 2.3405 CFS UNIT VOLUME = 1.026 B = 526.28 P60 = 1.8400 AREA = .000592 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .139440HR TP = .133000HR K/TP RATIO = 1.048418 SHAPE CONSTANT, N = 3.367471 UNIT PEAK = 18.348 CFS UNIT VOLUME = .9925 B = 310.53 P60 = 1.8400 AREA = .007859 SQ MI IA = .52903 INCHES INF = 1.33129 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=32 CODE=10 HYDROGRAPH FROM AREA BASIN.P TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .0 10.000 .0 15.000 .0 20.000 .0 1.000 .0 6.000 .0 11.000 .0 16.000 .0 21.000 .0 2.000 1.1 7.000 .0 12.000 .0 17.000 .0 22.000 .0 3.000 .1 8.000 .0 13.000 .0 18.000 .0 23.000 .0 4.000 .0 9.000 .0 14.000 .0 19.000 .0 24.000 .0 RUNOFF VOLUME = .72623 INCHES = .3273 ACRE-FEET PEAK DISCHARGE RATE = 10.08 CFS AT 1.500 HOURS BASIN AREA = .0085 SQ. MI. * * ***VALLE VISTA*** * COMPUTE NM HYD ID=33 HYD NO=BASIN.H1 DA=.01825 SQ MI %A=0.0 %B=16 %C=16 %D=68 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 49.106 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .012410 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 15.563 CFS UNIT VOLUME = 1.006 B = 354.44 P60 = 1.8400 AREA = .005840 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=33 CODE=10 HYDROGRAPH FROM AREA BASIN.H1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .2 10.000 .2 15.000 .2 20.000 .2 1.000 .0 6.000 .3 11.000 .2 16.000 .2 21.000 .2 2.000 8.7 7.000 .3 12.000 .2 17.000 .2 22.000 .2 3.000 .5 8.000 .3 13.000 .2 18.000 .2 23.000 .1 4.000 .2 9.000 .3 14.000 .2 19.000 .2 24.000 .1 RUNOFF VOLUME = 1.90663 INCHES = 1.8558 ACRE-FEET PEAK DISCHARGE RATE = 37.78 CFS AT 1.500 HOURS BASIN AREA = .0183 SQ. MI. * * ADD HYD ID=43 HYD=PONDE.H1 ID I=38 II=33 PRINT HYD ID=43 CODE=10 HYDROGRAPH FROM AREA PONDE.H1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 11.000 5.6 22.000 1.5 33.000 .1 44.000 .0 1.000 .0 12.000 5.2 23.000 1.4 34.000 .1 45.000 .0 2.000 30.7 13.000 4.8 24.000 1.3 35.000 .0 46.000 .0 3.000 17.1 14.000 4.4 25.000 .4 36.000 .0 47.000 .0 4.000 14.8 15.000 3.8 26.000 .3 37.000 .0 48.000 .0 5.000 13.6 16.000 3.3 27.000 .2 38.000 .0 49.000 .0 6.000 12.4 17.000 2.8 28.000 .2 39.000 .0 50.000 .0 7.000 10.0 18.000 2.5 29.000 .2 40.000 .0 51.000 .0 8.000 7.1 19.000 2.2 30.000 .1 41.000 .0 52.000 .0 9.000 6.5 20.000 1.9 31.000 .1 42.000 .0 53.000 .0 10.000 6.0 21.000 1.7 32.000 .1 43.000 .0 54.000 .0 RUNOFF VOLUME = 1.17670 INCHES = 14.5760 ACRE-FEET PEAK DISCHARGE RATE = 57.68 CFS AT 1.500 HOURS BASIN AREA = .2323 SQ. MI. * * ***RAINBOW BLVD PORTION*** * COMPUTE NM HYD ID=34 HYD NO=BASIN.H2 DA=.00836 SQ MI %A=0.0 %B=0.0 %C=10.0 %D=90.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 29.772 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .007524 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .105291HR TP = .133000HR K/TP RATIO = .791661 SHAPE CONSTANT, N = 4.531123 UNIT PEAK = 2.4461 CFS UNIT VOLUME = 1.010 B = 389.14 P60 = 1.8400 AREA = .000836 SQ MI IA = .35000 INCHES INF = .83000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=34 CODE=10 HYDROGRAPH FROM AREA BASIN.H2 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .2 10.000 .2 15.000 .1 20.000 .1 1.000 .0 6.000 .2 11.000 .1 16.000 .1 21.000 .1 2.000 5.0 7.000 .2 12.000 .1 17.000 .1 22.000 .1 3.000 .3 8.000 .2 13.000 .1 18.000 .1 23.000 .1 4.000 .2 9.000 .2 14.000 .1 19.000 .1 24.000 .1 RUNOFF VOLUME = 2.28220 INCHES = 1.0175 ACRE-FEET PEAK DISCHARGE RATE = 19.16 CFS AT 1.500 HOURS BASIN AREA = .0084 SQ. MI. * * ADD HYD ID=44 HYD=P.H2 ID I=32 II=34 PRINT HYD ID=44 CODE=10 HYDROGRAPH FROM AREA P.H2 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .2 10.000 .2 15.000 .1 20.000 .1 1.000 .0 6.000 .2 11.000 .2 16.000 .1 21.000 .1 2.000 6.1 7.000 .2 12.000 .1 17.000 .1 22.000 .1 3.000 .3 8.000 .2 13.000 .1 18.000 .1 23.000 .1 4.000 .2 9.000 .2 14.000 .1 19.000 .1 24.000 .1 RUNOFF VOLUME = 1.50001 INCHES = 1.3448 ACRE-FEET PEAK DISCHARGE RATE = 29.25 CFS AT 1.500 HOURS BASIN AREA = .0168 SQ. MI. * * ADD HYD ID=45 HYD=PH2.H1 ID I=44 II=43 PRINT HYD ID=45 CODE=10 HYDROGRAPH FROM AREA PH2.H1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 11.000 5.7 22.000 1.6 33.000 .1 44.000 .0 1.000 .0 12.000 5.3 23.000 1.5 34.000 .1 45.000 .0 2.000 36.8 13.000 4.9 24.000 1.4 35.000 .0 46.000 .0 3.000 17.4 14.000 4.5 25.000 .4 36.000 .0 47.000 .0 4.000 15.0 15.000 3.9 26.000 .3 37.000 .0 48.000 .0 5.000 13.8 16.000 3.4 27.000 .2 38.000 .0 49.000 .0 6.000 12.6 17.000 2.9 28.000 .2 39.000 .0 50.000 .0 7.000 10.2 18.000 2.6 29.000 .2 40.000 .0 51.000 .0 8.000 7.3 19.000 2.3 30.000 .1 41.000 .0 52.000 .0 9.000 6.6 20.000 2.0 31.000 .1 42.000 .0 53.000 .0 10.000 6.1 21.000 1.8 32.000 .1 43.000 .0 54.000 .0 RUNOFF VOLUME = 1.19852 INCHES = 15.9208 ACRE-FEET PEAK DISCHARGE RATE = 86.93 CFS AT 1.500 HOURS BASIN AREA = .2491 SQ. MI. * * * COMPUTE NM HYD ID=35 HYD NO=BASIN.H3 DA=.01191 SQ MI %A=0.0 %B=20.0 %C=20.0 %D=60.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 28.276 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .007146 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 12.696 CFS UNIT VOLUME = 1.006 B = 354.44 P60 = 1.8400 AREA = .004764 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=35 CODE=10 HYDROGRAPH FROM AREA BASIN.H3 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .1 10.000 .1 15.000 .1 20.000 .1 1.000 .0 6.000 .2 11.000 .1 16.000 .1 21.000 .1 2.000 5.2 7.000 .2 12.000 .1 17.000 .1 22.000 .1 3.000 .3 8.000 .2 13.000 .1 18.000 .1 23.000 .1 4.000 .1 9.000 .2 14.000 .1 19.000 .1 24.000 .1 RUNOFF VOLUME = 1.77627 INCHES = 1.1283 ACRE-FEET PEAK DISCHARGE RATE = 23.79 CFS AT 1.500 HOURS BASIN AREA = .0119 SQ. MI. * * ADD HYD ID=46 HYD=PH1H3 ID I=45 II=35 PRINT HYD ID=46 CODE=10 HYDROGRAPH FROM AREA PH1H3 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 11.000 5.8 22.000 1.7 33.000 .1 44.000 .0 1.000 .0 12.000 5.4 23.000 1.6 34.000 .1 45.000 .0 2.000 42.0 13.000 5.1 24.000 1.5 35.000 .0 46.000 .0 3.000 17.7 14.000 4.7 25.000 .4 36.000 .0 47.000 .0 4.000 15.1 15.000 4.0 26.000 .3 37.000 .0 48.000 .0 5.000 13.9 16.000 3.5 27.000 .2 38.000 .0 49.000 .0 6.000 12.8 17.000 3.0 28.000 .2 39.000 .0 50.000 .0 7.000 10.3 18.000 2.7 29.000 .2 40.000 .0 51.000 .0 8.000 7.4 19.000 2.4 30.000 .1 41.000 .0 52.000 .0 9.000 6.8 20.000 2.1 31.000 .1 42.000 .0 53.000 .0 10.000 6.3 21.000 1.9 32.000 .1 43.000 .0 54.000 .0 RUNOFF VOLUME = 1.22489 INCHES = 17.0490 ACRE-FEET PEAK DISCHARGE RATE = 110.72 CFS AT 1.500 HOURS BASIN AREA = .2610 SQ. MI. * * * ************************************************************* DIVIDE HYD ID=46 Q=21.6 ID I=47 HYD NO=BYPASS.H ID II=48 HYD NO=SURGE.H PRINT HYD ID=47 CODE=10 HYDROGRAPH FROM AREA BYPASS.H TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 11.000 5.8 22.000 1.7 33.000 .1 44.000 .0 1.000 .0 12.000 5.4 23.000 1.6 34.000 .1 45.000 .0 2.000 21.6 13.000 5.1 24.000 1.5 35.000 .0 46.000 .0 3.000 17.7 14.000 4.7 25.000 .4 36.000 .0 47.000 .0 4.000 15.1 15.000 4.0 26.000 .3 37.000 .0 48.000 .0 5.000 13.9 16.000 3.5 27.000 .2 38.000 .0 49.000 .0 6.000 12.8 17.000 3.0 28.000 .2 39.000 .0 50.000 .0 7.000 10.3 18.000 2.7 29.000 .2 40.000 .0 51.000 .0 8.000 7.4 19.000 2.4 30.000 .1 41.000 .0 52.000 .0 9.000 6.8 20.000 2.1 31.000 .1 42.000 .0 53.000 .0 10.000 6.3 21.000 1.9 32.000 .1 43.000 .0 54.000 .0 RUNOFF VOLUME = 1.22489 INCHES = 13.7517 ACRE-FEET PEAK DISCHARGE RATE = 21.60 CFS AT 1.300 HOURS BASIN AREA = .2105 SQ. MI. PRINT HYD ID=48 CODE=10 HYDROGRAPH FROM AREA SURGE.H TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 1.000 .0 2.000 20.4 RUNOFF VOLUME = 1.22489 INCHES = 3.2973 ACRE-FEET PEAK DISCHARGE RATE = 89.12 CFS AT 1.500 HOURS BASIN AREA = .0505 SQ. MI. ************************************************************* * * ****** ROUTE RESERVOIR ID=30 HYD=POND.H INFLOW ID=48 CODE=5 OUTFLOW STORAGE DEPTH 0.0 0.0 5418.65 2.31 0.57 5420 3.88 1.62 5421 5.36 3.02 5422 100.0 4.60 5423 * * * * * * * * * * * * * * * * * TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) .00 .00 5418.65 .000 .00 .50 .00 5418.65 .000 .00 1.00 .00 5418.65 .000 .00 1.50 89.12 5420.54 1.142 3.16 2.00 20.37 5421.79 2.722 5.04 2.50 2.61 5421.88 2.856 5.19 3.00 .00 5421.74 2.658 4.98 3.50 .00 5421.60 2.457 4.76 4.00 .00 5421.46 2.264 4.56 4.50 .00 5421.33 2.080 4.37 5.00 .00 5421.20 1.903 4.18 5.50 .00 5421.08 1.734 4.00 6.00 .00 5420.96 1.573 3.81 6.50 .00 5420.81 1.420 3.58 7.00 .00 5420.67 1.277 3.37 7.50 .00 5420.54 1.142 3.16 8.00 .00 5420.42 1.015 2.98 8.50 .00 5420.31 .896 2.80 9.00 .00 5420.20 .784 2.63 9.50 .00 5420.10 .678 2.47 10.00 .00 5420.01 .579 2.32 10.50 .00 5419.81 .490 1.99 11.00 .00 5419.63 .414 1.68 11.50 .00 5419.48 .351 1.42 12.00 .00 5419.35 .296 1.20 12.50 .00 5419.24 .251 1.02 13.00 .00 5419.15 .212 .86 13.50 .00 5419.07 .179 .73 14.00 .00 5419.01 .152 .61 14.50 .00 5418.95 .128 .52 15.00 .00 5418.91 .109 .44 15.50 .00 5418.87 .092 .37 16.00 .00 5418.83 .078 .31 16.50 .00 5418.81 .066 .27 17.00 .00 5418.78 .056 .23 17.50 .00 5418.76 .047 .19 18.00 .00 5418.74 .040 .16 18.50 .00 5418.73 .034 .14 19.00 .00 5418.72 .028 .12 19.50 .00 5418.71 .024 .10 20.00 .00 5418.70 .020 .08 20.50 .00 5418.69 .017 .07 21.00 .00 5418.68 .015 .06 21.50 .00 5418.68 .012 .05 22.00 .00 5418.67 .010 .04 22.50 .00 5418.67 .009 .04 23.00 .00 5418.67 .007 .03 23.50 .00 5418.67 .006 .03 24.00 .00 5418.66 .005 .02 24.50 .00 5418.66 .005 .02 25.00 .00 5418.66 .004 .02 25.50 .00 5418.66 .003 .01 26.00 .00 5418.66 .003 .01 26.50 .00 5418.66 .002 .01 27.00 .00 5418.65 .002 .01 27.50 .00 5418.65 .002 .01 TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) 28.00 .00 5418.65 .001 .01 28.50 .00 5418.65 .001 .00 PEAK DISCHARGE = 5.202 CFS - PEAK OCCURS AT HOUR 2.30 MAXIMUM WATER SURFACE ELEVATION = 5421.894 MAXIMUM STORAGE = 2.8710 AC-FT INCREMENTAL TIME= .100000HRS * PRINT HYD ID=30 CODE=10 HYDROGRAPH FROM AREA POND.H TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 7.000 3.4 14.000 .6 21.000 .1 28.000 .0 1.000 .0 8.000 3.0 15.000 .4 22.000 .0 29.000 .0 2.000 5.0 9.000 2.6 16.000 .3 23.000 .0 30.000 .0 3.000 5.0 10.000 2.3 17.000 .2 24.000 .0 31.000 .0 4.000 4.6 11.000 1.7 18.000 .2 25.000 .0 32.000 .0 5.000 4.2 12.000 1.2 19.000 .1 26.000 .0 33.000 .0 6.000 3.8 13.000 .9 20.000 .1 27.000 .0 RUNOFF VOLUME = 1.22489 INCHES = 3.2973 ACRE-FEET PEAK DISCHARGE RATE = 5.20 CFS AT 2.300 HOURS BASIN AREA = .0505 SQ. MI. * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.003 DIA=2.5 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .13 .10 .12 1.11 .26 .27 .51 1.53 .39 .49 1.19 1.82 .52 .74 2.14 2.03 .65 1.02 3.34 2.19 .78 1.31 4.77 2.32 .91 1.62 6.38 2.41 1.04 1.94 8.16 2.47 1.17 2.26 10.06 2.50 1.30 2.59 12.04 2.50 1.43 2.91 14.06 2.50 1.56 3.23 16.06 2.50 1.69 3.54 18.00 2.50 1.82 3.84 19.82 2.50 1.95 4.12 21.45 2.50 2.08 4.37 22.80 2.50 2.21 4.60 23.77 2.50 2.35 4.78 24.17 2.50 2.50 4.91 24.17 2.50 ROUTE MCUNGE ID=49 HYD=RTE.PONDH INFLOW ID=30 DT=0.0 L=1600 NS=0 SLOPE=0.003 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 INFLOW END= 332 TABLE PTS= 19 DT= .100000 QMED= 2.60 CKMED= 4.3547 WIDTH MED= 2.09 NREACH= 2 DX= 800.00 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .500 .0 2.22 .57 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .13 .1 .1 .368 1.1 2.18 1.21 .980 .020 .980 .000 .020 .0 .997 .000 .003 .26 .3 .5 .236 1.5 2.74 1.88 1.234 .051 .955 .125 -.080 .3 .962 .030 .008 .39 .5 1.2 .183 1.8 3.47 2.43 1.562 .079 .940 .243 -.183 .8 .947 .188 -.135 .52 .7 2.1 .154 2.0 4.09 2.88 1.839 .107 .927 .321 -.248 1.6 .933 .285 -.218 .65 1.0 3.3 .135 2.2 4.61 3.28 2.075 .137 .914 .377 -.292 2.7 .920 .352 -.272 .78 1.3 4.8 .122 2.3 5.06 3.63 2.275 .169 .902 .419 -.321 4.0 .908 .400 -.308 .91 1.6 6.4 .113 2.4 5.43 3.94 2.444 .203 .888 .452 -.340 5.6 .895 .437 -.332 1.04 1.9 8.2 .105 2.5 5.74 4.21 2.582 .240 .874 .477 -.351 7.3 .882 .466 -.347 1.17 2.3 10.1 .100 2.5 5.98 4.45 2.691 .281 .858 .496 -.355 9.1 .867 .488 -.355 1.30 2.6 12.0 .095 2.5 6.15 4.66 2.766 .327 .840 .511 -.352 11.0 .850 .505 -.355 1.43 2.9 14.1 .092 2.5 6.19 4.83 2.784 .379 .818 .520 -.338 13.0 .830 .517 -.347 1.56 3.2 16.1 .089 2.5 6.07 4.97 2.732 .441 .789 .521 -.309 15.1 .805 .521 -.326 1.69 3.5 18.0 .087 2.5 5.78 5.09 2.602 .519 .748 .515 -.263 17.0 .771 .519 -.290 1.82 3.8 19.8 .086 2.5 5.30 5.17 2.385 .623 .689 .501 -.190 18.9 .723 .509 -.232 1.95 4.1 21.4 .085 2.5 4.59 5.21 2.064 .779 .594 .480 -.074 20.6 .650 .492 -.142 2.08 4.4 22.8 .085 2.5 3.57 5.21 1.607 1.064 .420 .455 .125 22.1 .527 .468 .005 2.21 4.6 23.8 .086 2.5 2.09 5.17 .941 1.894 .012 .479 .509 23.3 .283 .451 .266 2.35 4.8 24.2 .088 2.5 1.19 5.05 .536 3.379 -.375 .593 .782 24.0 -.184 .537 .647 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 3 OCCURRED 3 TIMES. AVERAGE NUMBER ITERATIONS = 1.1687 Equations solved using the Ponce correction to C2 * PRINT HYD ID=49 CODE=0 HYDROGRAPH FROM AREA RTE.PONDH TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.700 3.5 13.400 .8 20.100 .1 26.800 .0 .100 .0 6.800 3.5 13.500 .8 20.200 .1 26.900 .0 .200 .0 6.900 3.4 13.600 .7 20.300 .1 27.000 .0 .300 .0 7.000 3.4 13.700 .7 20.400 .1 27.100 .0 .400 .0 7.100 3.4 13.800 .7 20.500 .1 27.200 .0 .500 .0 7.200 3.3 13.900 .7 20.600 .1 27.300 .0 .600 .0 7.300 3.3 14.000 .6 20.700 .1 27.400 .0 .700 .0 7.400 3.2 14.100 .6 20.800 .1 27.500 .0 .800 .0 7.500 3.2 14.200 .6 20.900 .1 27.600 .0 .900 .0 7.600 3.2 14.300 .6 21.000 .1 27.700 .0 1.000 .0 7.700 3.1 14.400 .6 21.100 .1 27.800 .0 1.100 .0 7.800 3.1 14.500 .5 21.200 .1 27.900 .0 1.200 .0 7.900 3.0 14.600 .5 21.300 .1 28.000 .0 1.300 .0 8.000 3.0 14.700 .5 21.400 .1 28.100 .0 1.400 .0 8.100 3.0 14.800 .5 21.500 .1 28.200 .0 1.500 1.3 8.200 2.9 14.900 .5 21.600 .1 28.300 .0 1.600 3.4 8.300 2.9 15.000 .5 21.700 .0 28.400 .0 1.700 4.0 8.400 2.9 15.100 .5 21.800 .0 28.500 .0 1.800 4.5 8.500 2.8 15.200 .4 21.900 .0 28.600 .0 1.900 4.7 8.600 2.8 15.300 .4 22.000 .0 28.700 .0 2.000 4.9 8.700 2.8 15.400 .4 22.100 .0 28.800 .0 2.100 5.1 8.800 2.7 15.500 .4 22.200 .0 28.900 .0 2.200 5.2 8.900 2.7 15.600 .4 22.300 .0 29.000 .0 2.300 5.2 9.000 2.7 15.700 .4 22.400 .0 29.100 .0 2.400 5.2 9.100 2.6 15.800 .4 22.500 .0 29.200 .0 2.500 5.2 9.200 2.6 15.900 .3 22.600 .0 29.300 .0 2.600 5.2 9.300 2.6 16.000 .3 22.700 .0 29.400 .0 2.700 5.1 9.400 2.5 16.100 .3 22.800 .0 29.500 .0 2.800 5.1 9.500 2.5 16.200 .3 22.900 .0 29.600 .0 2.900 5.1 9.600 2.5 16.300 .3 23.000 .0 29.700 .0 3.000 5.0 9.700 2.4 16.400 .3 23.100 .0 29.800 .0 3.100 5.0 9.800 2.4 16.500 .3 23.200 .0 29.900 .0 3.200 4.9 9.900 2.4 16.600 .3 23.300 .0 30.000 .0 3.300 4.9 10.000 2.4 16.700 .3 23.400 .0 30.100 .0 3.400 4.8 10.100 2.3 16.800 .3 23.500 .0 30.200 .0 3.500 4.8 10.200 2.3 16.900 .2 23.600 .0 30.300 .0 3.600 4.8 10.300 2.2 17.000 .2 23.700 .0 30.400 .0 3.700 4.7 10.400 2.1 17.100 .2 23.800 .0 30.500 .0 3.800 4.7 10.500 2.1 17.200 .2 23.900 .0 30.600 .0 3.900 4.6 10.600 2.0 17.300 .2 24.000 .0 30.700 .0 4.000 4.6 10.700 1.9 17.400 .2 24.100 .0 30.800 .0 4.100 4.6 10.800 1.9 17.500 .2 24.200 .0 30.900 .0 4.200 4.5 10.900 1.8 17.600 .2 24.300 .0 31.000 .0 4.300 4.5 11.000 1.7 17.700 .2 24.400 .0 31.100 .0 4.400 4.4 11.100 1.7 17.800 .2 24.500 .0 31.200 .0 4.500 4.4 11.200 1.6 17.900 .2 24.600 .0 31.300 .0 4.600 4.4 11.300 1.6 18.000 .2 24.700 .0 31.400 .0 4.700 4.3 11.400 1.5 18.100 .2 24.800 .0 31.500 .0 4.800 4.3 11.500 1.5 18.200 .2 24.900 .0 31.600 .0 4.900 4.2 11.600 1.4 18.300 .2 25.000 .0 31.700 .0 5.000 4.2 11.700 1.4 18.400 .2 25.100 .0 31.800 .0 5.100 4.2 11.800 1.3 18.500 .1 25.200 .0 31.900 .0 5.200 4.1 11.900 1.3 18.600 .1 25.300 .0 32.000 .0 5.300 4.1 12.000 1.3 18.700 .1 25.400 .0 32.100 .0 5.400 4.1 12.100 1.2 18.800 .1 25.500 .0 32.200 .0 5.500 4.0 12.200 1.2 18.900 .1 25.600 .0 32.300 .0 5.600 4.0 12.300 1.1 19.000 .1 25.700 .0 32.400 .0 5.700 4.0 12.400 1.1 19.100 .1 25.800 .0 32.500 .0 5.800 3.9 12.500 1.1 19.200 .1 25.900 .0 32.600 .0 5.900 3.9 12.600 1.0 19.300 .1 26.000 .0 32.700 .0 6.000 3.9 12.700 1.0 19.400 .1 26.100 .0 32.800 .0 6.100 3.8 12.800 1.0 19.500 .1 26.200 .0 32.900 .0 6.200 3.8 12.900 .9 19.600 .1 26.300 .0 33.000 .0 6.300 3.7 13.000 .9 19.700 .1 26.400 .0 33.100 .0 6.400 3.7 13.100 .9 19.800 .1 26.500 .0 33.200 .0 6.500 3.6 13.200 .8 19.900 .1 26.600 .0 33.300 .0 6.600 3.6 13.300 .8 20.000 .1 26.700 .0 RUNOFF VOLUME = 1.22499 INCHES = 3.2976 ACRE-FEET PEAK DISCHARGE RATE = 5.20 CFS AT 2.400 HOURS BASIN AREA = .0505 SQ. MI. * * ADD HYD ID=31 HYD=BYPASS.RTE.H ID I=49 II=47 PRINT HYD ID=31 CODE=10 HYDROGRAPH FROM AREA BYPASS.RTE.H TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 11.000 7.6 22.000 1.8 33.000 .1 44.000 .0 1.000 .0 12.000 6.7 23.000 1.6 34.000 .1 45.000 .0 2.000 26.5 13.000 6.0 24.000 1.5 35.000 .0 46.000 .0 3.000 22.7 14.000 5.3 25.000 .4 36.000 .0 47.000 .0 4.000 19.7 15.000 4.5 26.000 .3 37.000 .0 48.000 .0 5.000 18.1 16.000 3.8 27.000 .2 38.000 .0 49.000 .0 6.000 16.6 17.000 3.3 28.000 .2 39.000 .0 50.000 .0 7.000 13.7 18.000 2.8 29.000 .2 40.000 .0 51.000 .0 8.000 10.4 19.000 2.5 30.000 .1 41.000 .0 52.000 .0 9.000 9.4 20.000 2.2 31.000 .1 42.000 .0 53.000 .0 10.000 8.6 21.000 2.0 32.000 .1 43.000 .0 54.000 .0 RUNOFF VOLUME = 1.22490 INCHES = 17.0492 ACRE-FEET PEAK DISCHARGE RATE = 26.80 CFS AT 2.400 HOURS BASIN AREA = .2610 SQ. MI. * * *****TIERRA VISTA****** * COMPUTE NM HYD ID=20 HYD NO=BASIN.K1 DA=.02673 SQ MI %A=0.0 %B=19.0 %C=19.0 %D=62.0 TP=-.1715 HR RAIN=-1 K = .093468HR TP = .171500HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 50.856 CFS UNIT VOLUME = 1.006 B = 526.28 P60 = 1.8400 AREA = .016573 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .152490HR TP = .171500HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989068 UNIT PEAK = 20.992 CFS UNIT VOLUME = 1.004 B = 354.44 P60 = 1.8400 AREA = .010157 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=20 CODE=10 HYDROGRAPH FROM AREA BASIN.K1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 .4 12.000 .3 18.000 .2 24.000 .2 1.000 .0 7.000 .4 13.000 .3 19.000 .2 25.000 .0 2.000 13.4 8.000 .4 14.000 .3 20.000 .2 3.000 .9 9.000 .4 15.000 .3 21.000 .2 4.000 .4 10.000 .3 16.000 .3 22.000 .2 5.000 .3 11.000 .3 17.000 .2 23.000 .2 RUNOFF VOLUME = 1.80886 INCHES = 2.5787 ACRE-FEET PEAK DISCHARGE RATE = 50.54 CFS AT 1.500 HOURS BASIN AREA = .0267 SQ. MI. * * ADD HYD ID=32 HYD=PONDH.K1 ID I=31 II=20 PRINT HYD ID=32 CODE=10 HYDROGRAPH FROM AREA PONDH.K1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 11.000 7.9 22.000 2.0 33.000 .1 44.000 .0 1.000 .0 12.000 7.0 23.000 1.8 34.000 .1 45.000 .0 2.000 39.9 13.000 6.2 24.000 1.7 35.000 .0 46.000 .0 3.000 23.6 14.000 5.6 25.000 .4 36.000 .0 47.000 .0 4.000 20.1 15.000 4.7 26.000 .3 37.000 .0 48.000 .0 5.000 18.5 16.000 4.1 27.000 .2 38.000 .0 49.000 .0 6.000 17.0 17.000 3.5 28.000 .2 39.000 .0 50.000 .0 7.000 14.1 18.000 3.1 29.000 .2 40.000 .0 51.000 .0 8.000 10.8 19.000 2.7 30.000 .1 41.000 .0 52.000 .0 9.000 9.8 20.000 2.4 31.000 .1 42.000 .0 53.000 .0 10.000 9.0 21.000 2.2 32.000 .1 43.000 .0 54.000 .0 RUNOFF VOLUME = 1.27915 INCHES = 19.6279 ACRE-FEET PEAK DISCHARGE RATE = 73.46 CFS AT 1.500 HOURS BASIN AREA = .2877 SQ. MI. * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.0088 DIA=4.5 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .23 .32 .97 2.00 .47 .88 4.20 2.75 .70 1.59 9.77 3.27 .94 2.40 17.56 3.66 1.17 3.30 27.42 3.95 1.41 4.25 39.13 4.17 1.64 5.25 52.42 4.33 1.88 6.28 67.02 4.44 2.11 7.32 82.62 4.49 2.35 8.38 98.88 4.50 2.58 9.43 115.44 4.50 2.81 10.46 131.90 4.50 3.05 11.47 147.83 4.50 3.28 12.43 162.76 4.50 3.52 13.34 176.11 4.50 3.75 14.17 187.22 4.50 3.99 14.90 195.17 4.50 4.22 15.50 198.44 4.50 4.50 15.90 198.44 4.50 ROUTE MCUNGE ID=33 HYD=RTE.K1 INFLOW ID=32 DT=0.0 L=800 NS=0 SLOPE=0.0088 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 ZERO VALUE HYDROGRAPH OR SHORT ROUTE - ROUTING BYPASSED * PRINT HYD ID=33 CODE=0 HYDROGRAPH FROM AREA RTE.K1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 10.900 8.0 21.800 2.0 32.700 .1 43.600 .0 .100 .0 11.000 7.9 21.900 2.0 32.800 .1 43.700 .0 .200 .0 11.100 7.8 22.000 2.0 32.900 .1 43.800 .0 .300 .0 11.200 7.7 22.100 2.0 33.000 .1 43.900 .0 .400 .0 11.300 7.6 22.200 1.9 33.100 .1 44.000 .0 .500 .0 11.400 7.5 22.300 1.9 33.200 .1 44.100 .0 .600 .0 11.500 7.4 22.400 1.9 33.300 .1 44.200 .0 .700 .0 11.600 7.3 22.500 1.9 33.400 .1 44.300 .0 .800 .0 11.700 7.2 22.600 1.9 33.500 .1 44.400 .0 .900 .0 11.800 7.1 22.700 1.9 33.600 .1 44.500 .0 1.000 .0 11.900 7.1 22.800 1.8 33.700 .1 44.600 .0 1.100 .7 12.000 7.0 22.900 1.8 33.800 .1 44.700 .0 1.200 16.0 12.100 6.9 23.000 1.8 33.900 .1 44.800 .0 1.300 31.7 12.200 6.8 23.100 1.8 34.000 .1 44.900 .0 1.400 54.1 12.300 6.8 23.200 1.8 34.100 .1 45.000 .0 1.500 73.5 12.400 6.7 23.300 1.8 34.200 .1 45.100 .0 1.600 67.9 12.500 6.6 23.400 1.7 34.300 .1 45.200 .0 1.700 54.8 12.600 6.5 23.500 1.7 34.400 .1 45.300 .0 1.800 47.3 12.700 6.5 23.600 1.7 34.500 .1 45.400 .0 1.900 42.8 12.800 6.4 23.700 1.7 34.600 .1 45.500 .0 2.000 39.9 12.900 6.3 23.800 1.7 34.700 .1 45.600 .0 2.100 36.6 13.000 6.2 23.900 1.7 34.800 .1 45.700 .0 2.200 32.6 13.100 6.2 24.000 1.7 34.900 .0 45.800 .0 2.300 30.8 13.200 6.1 24.100 1.4 35.000 .0 45.900 .0 2.400 29.9 13.300 6.1 24.200 .9 35.100 .0 46.000 .0 2.500 29.2 13.400 6.0 24.300 .7 35.200 .0 46.100 .0 2.600 28.7 13.500 5.9 24.400 .6 35.300 .0 46.200 .0 2.700 27.2 13.600 5.9 24.500 .5 35.400 .0 46.300 .0 2.800 25.6 13.700 5.8 24.600 .5 35.500 .0 46.400 .0 2.900 24.5 13.800 5.8 24.700 .5 35.600 .0 46.500 .0 3.000 23.6 13.900 5.7 24.800 .4 35.700 .0 46.600 .0 3.100 22.9 14.000 5.6 24.900 .4 35.800 .0 46.700 .0 3.200 22.4 14.100 5.5 25.000 .4 35.900 .0 46.800 .0 3.300 21.9 14.200 5.4 25.100 .4 36.000 .0 46.900 .0 3.400 21.6 14.300 5.3 25.200 .4 36.100 .0 47.000 .0 3.500 21.3 14.400 5.2 25.300 .4 36.200 .0 47.100 .0 3.600 21.0 14.500 5.1 25.400 .3 36.300 .0 47.200 .0 3.700 20.7 14.600 5.1 25.500 .3 36.400 .0 47.300 .0 3.800 20.5 14.700 5.0 25.600 .3 36.500 .0 47.400 .0 3.900 20.3 14.800 4.9 25.700 .3 36.600 .0 47.500 .0 4.000 20.1 14.900 4.8 25.800 .3 36.700 .0 47.600 .0 4.100 19.9 15.000 4.7 25.900 .3 36.800 .0 47.700 .0 4.200 19.7 15.100 4.7 26.000 .3 36.900 .0 47.800 .0 4.300 19.5 15.200 4.6 26.100 .3 37.000 .0 47.900 .0 4.400 19.3 15.300 4.5 26.200 .3 37.100 .0 48.000 .0 4.500 19.2 15.400 4.5 26.300 .3 37.200 .0 48.100 .0 4.600 19.0 15.500 4.4 26.400 .3 37.300 .0 48.200 .0 4.700 18.9 15.600 4.3 26.500 .3 37.400 .0 48.300 .0 4.800 18.7 15.700 4.3 26.600 .3 37.500 .0 48.400 .0 4.900 18.6 15.800 4.2 26.700 .3 37.600 .0 48.500 .0 5.000 18.5 15.900 4.1 26.800 .3 37.700 .0 48.600 .0 5.100 18.3 16.000 4.1 26.900 .3 37.800 .0 48.700 .0 5.200 18.2 16.100 4.0 27.000 .2 37.900 .0 48.800 .0 5.300 18.1 16.200 3.9 27.100 .2 38.000 .0 48.900 .0 5.400 17.9 16.300 3.9 27.200 .2 38.100 .0 49.000 .0 5.500 17.8 16.400 3.8 27.300 .2 38.200 .0 49.100 .0 5.600 17.6 16.500 3.8 27.400 .2 38.300 .0 49.200 .0 5.700 17.5 16.600 3.7 27.500 .2 38.400 .0 49.300 .0 5.800 17.3 16.700 3.7 27.600 .2 38.500 .0 49.400 .0 5.900 17.2 16.800 3.6 27.700 .2 38.600 .0 49.500 .0 6.000 17.0 16.900 3.6 27.800 .2 38.700 .0 49.600 .0 6.100 16.8 17.000 3.5 27.900 .2 38.800 .0 49.700 .0 6.200 16.7 17.100 3.5 28.000 .2 38.900 .0 49.800 .0 6.300 16.5 17.200 3.4 28.100 .2 39.000 .0 49.900 .0 6.400 16.2 17.300 3.4 28.200 .2 39.100 .0 50.000 .0 6.500 16.0 17.400 3.3 28.300 .2 39.200 .0 50.100 .0 6.600 15.7 17.500 3.3 28.400 .2 39.300 .0 50.200 .0 6.700 15.3 17.600 3.2 28.500 .2 39.400 .0 50.300 .0 6.800 14.8 17.700 3.2 28.600 .2 39.500 .0 50.400 .0 6.900 14.5 17.800 3.2 28.700 .2 39.600 .0 50.500 .0 7.000 14.1 17.900 3.1 28.800 .2 39.700 .0 50.600 .0 7.100 13.9 18.000 3.1 28.900 .2 39.800 .0 50.700 .0 7.200 13.4 18.100 3.1 29.000 .2 39.900 .0 50.800 .0 7.300 12.7 18.200 3.0 29.100 .2 40.000 .0 50.900 .0 7.400 12.2 18.300 2.9 29.200 .2 40.100 .0 51.000 .0 7.500 11.9 18.400 2.9 29.300 .2 40.200 .0 51.100 .0 7.600 11.5 18.500 2.9 29.400 .2 40.300 .0 51.200 .0 7.700 11.3 18.600 2.8 29.500 .1 40.400 .0 51.300 .0 7.800 11.1 18.700 2.8 29.600 .1 40.500 .0 51.400 .0 7.900 11.0 18.800 2.8 29.700 .1 40.600 .0 51.500 .0 8.000 10.8 18.900 2.7 29.800 .1 40.700 .0 51.600 .0 8.100 10.7 19.000 2.7 29.900 .1 40.800 .0 51.700 .0 8.200 10.5 19.100 2.7 30.000 .1 40.900 .0 51.800 .0 8.300 10.4 19.200 2.7 30.100 .1 41.000 .0 51.900 .0 8.400 10.3 19.300 2.6 30.200 .1 41.100 .0 52.000 .0 8.500 10.2 19.400 2.6 30.300 .1 41.200 .0 52.100 .0 8.600 10.1 19.500 2.6 30.400 .1 41.300 .0 52.200 .0 8.700 10.1 19.600 2.5 30.500 .1 41.400 .0 52.300 .0 8.800 9.9 19.700 2.5 30.600 .1 41.500 .0 52.400 .0 8.900 9.9 19.800 2.5 30.700 .1 41.600 .0 52.500 .0 9.000 9.8 19.900 2.5 30.800 .1 41.700 .0 52.600 .0 9.100 9.7 20.000 2.4 30.900 .1 41.800 .0 52.700 .0 9.200 9.6 20.100 2.4 31.000 .1 41.900 .0 52.800 .0 9.300 9.5 20.200 2.4 31.100 .1 42.000 .0 52.900 .0 9.400 9.5 20.300 2.3 31.200 .1 42.100 .0 53.000 .0 9.500 9.4 20.400 2.3 31.300 .1 42.200 .0 53.100 .0 9.600 9.3 20.500 2.3 31.400 .1 42.300 .0 53.200 .0 9.700 9.2 20.600 2.3 31.500 .1 42.400 .0 53.300 .0 9.800 9.1 20.700 2.2 31.600 .1 42.500 .0 53.400 .0 9.900 9.0 20.800 2.2 31.700 .1 42.600 .0 53.500 .0 10.000 9.0 20.900 2.2 31.800 .1 42.700 .0 53.600 .0 10.100 8.9 21.000 2.2 31.900 .1 42.800 .0 53.700 .0 10.200 8.8 21.100 2.2 32.000 .1 42.900 .0 53.800 .0 10.300 8.7 21.200 2.1 32.100 .1 43.000 .0 53.900 .0 10.400 8.5 21.300 2.1 32.200 .1 43.100 .0 54.000 .0 10.500 8.4 21.400 2.1 32.300 .1 43.200 .0 54.100 .0 10.600 8.3 21.500 2.1 32.400 .1 43.300 .0 54.200 .0 10.700 8.2 21.600 2.0 32.500 .1 43.400 .0 54.300 .0 10.800 8.1 21.700 2.0 32.600 .1 43.500 .0 54.400 .0 RUNOFF VOLUME = 1.27915 INCHES = 19.6279 ACRE-FEET PEAK DISCHARGE RATE = 73.46 CFS AT 1.500 HOURS BASIN AREA = .2877 SQ. MI. * * COMPUTE NM HYD ID=21 HYD NO=BASIN.K2 DA=.01486 SQ MI %A=0.0 %B=15.0 %C=15.0 %D=70.0 TP=-.1715 HR RAIN=-1 K = .093468HR TP = .171500HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 31.920 CFS UNIT VOLUME = 1.005 B = 526.28 P60 = 1.8400 AREA = .010402 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .152490HR TP = .171500HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989068 UNIT PEAK = 9.2134 CFS UNIT VOLUME = 1.003 B = 354.44 P60 = 1.8400 AREA = .004458 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=21 CODE=10 HYDROGRAPH FROM AREA BASIN.K2 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 .2 12.000 .2 18.000 .1 24.000 .1 1.000 .0 7.000 .2 13.000 .2 19.000 .1 25.000 .0 2.000 8.1 8.000 .2 14.000 .2 20.000 .1 3.000 .5 9.000 .2 15.000 .2 21.000 .1 4.000 .2 10.000 .2 16.000 .2 22.000 .1 5.000 .2 11.000 .2 17.000 .2 23.000 .1 RUNOFF VOLUME = 1.93922 INCHES = 1.5369 ACRE-FEET PEAK DISCHARGE RATE = 29.39 CFS AT 1.500 HOURS BASIN AREA = .0149 SQ. MI. * ADD HYD ID=34 HYD=K1.K2 ID I=33 II=21 PRINT HYD ID=34 CODE=10 HYDROGRAPH FROM AREA K1.K2 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 11.000 8.1 22.000 2.1 33.000 .1 44.000 .0 1.000 .0 12.000 7.2 23.000 1.9 34.000 .1 45.000 .0 2.000 48.0 13.000 6.4 24.000 1.8 35.000 .0 46.000 .0 3.000 24.1 14.000 5.7 25.000 .4 36.000 .0 47.000 .0 4.000 20.3 15.000 4.9 26.000 .3 37.000 .0 48.000 .0 5.000 18.7 16.000 4.2 27.000 .2 38.000 .0 49.000 .0 6.000 17.2 17.000 3.7 28.000 .2 39.000 .0 50.000 .0 7.000 14.4 18.000 3.2 29.000 .2 40.000 .0 51.000 .0 8.000 11.0 19.000 2.9 30.000 .1 41.000 .0 52.000 .0 9.000 10.0 20.000 2.6 31.000 .1 42.000 .0 53.000 .0 10.000 9.2 21.000 2.3 32.000 .1 43.000 .0 54.000 .0 RUNOFF VOLUME = 1.31157 INCHES = 21.1647 ACRE-FEET PEAK DISCHARGE RATE = 102.85 CFS AT 1.500 HOURS BASIN AREA = .3026 SQ. MI. * * COMPUTE NM HYD ID=22 HYD NO=BASIN.K3 DA=.00648 SQ MI %A=0 %B=5.0 %C=5.0 %D=90.0 TP=-.133 HR RAIN=-1 K = .072485HR TP = .133000HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 23.077 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .005832 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118257HR TP = .133000HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 1.7269 CFS UNIT VOLUME = 1.001 B = 354.44 P60 = 1.8400 AREA = .000648 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=22 CODE=10 HYDROGRAPH FROM AREA BASIN.K3 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .1 10.000 .1 15.000 .1 20.000 .1 1.000 .0 6.000 .1 11.000 .1 16.000 .1 21.000 .1 2.000 3.8 7.000 .1 12.000 .1 17.000 .1 22.000 .1 3.000 .2 8.000 .1 13.000 .1 18.000 .1 23.000 .1 4.000 .1 9.000 .1 14.000 .1 19.000 .1 24.000 .1 RUNOFF VOLUME = 2.26512 INCHES = .7828 ACRE-FEET PEAK DISCHARGE RATE = 14.72 CFS AT 1.500 HOURS BASIN AREA = .0065 SQ. MI. * * ADD HYD ID=24 HYD=PONDG.K3 ID I=79 II=22 PRINT HYD ID=24 CODE=10 HYDROGRAPH FROM AREA PONDG.K3 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 24.7 24.000 8.0 36.000 .0 48.000 .0 1.000 .0 13.000 24.6 25.000 2.0 37.000 .0 49.000 .0 2.000 27.5 14.000 24.4 26.000 .8 38.000 .0 50.000 .0 3.000 25.0 15.000 24.3 27.000 .4 39.000 .0 51.000 .0 4.000 24.9 16.000 24.1 28.000 .2 40.000 .0 52.000 .0 5.000 24.9 17.000 23.8 29.000 .2 41.000 .0 53.000 .0 6.000 24.9 18.000 23.4 30.000 .1 42.000 .0 54.000 .0 7.000 24.9 19.000 22.9 31.000 .1 43.000 .0 55.000 .0 8.000 24.9 20.000 20.9 32.000 .1 44.000 .0 56.000 .0 9.000 24.9 21.000 17.8 33.000 .1 45.000 .0 10.000 24.8 22.000 15.1 34.000 .1 46.000 .0 11.000 24.7 23.000 12.5 35.000 .0 47.000 .0 RUNOFF VOLUME = 1.32697 INCHES = 43.7876 ACRE-FEET PEAK DISCHARGE RATE = 32.82 CFS AT 1.500 HOURS BASIN AREA = .6187 SQ. MI. * * COMPUTE NM HYD ID=23 HYD NO=BASIN.K4 DA=.0134 SQ MI %A=0.0 %B=70.0 %C=30.0 %D=0.0 TP=-.133 HR RAIN=-1 K = .123444HR TP = .133000HR K/TP RATIO = .928150 SHAPE CONSTANT, N = 3.811914 UNIT PEAK = 34.500 CFS UNIT VOLUME = 1.004 B = 342.43 P60 = 1.8400 AREA = .013400 SQ MI IA = .45500 INCHES INF = 1.12400 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=23 CODE=10 HYDROGRAPH FROM AREA BASIN.K4 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 1.000 .0 2.000 1.5 3.000 .1 4.000 .0 RUNOFF VOLUME = .73726 INCHES = .5269 ACRE-FEET PEAK DISCHARGE RATE = 18.28 CFS AT 1.500 HOURS BASIN AREA = .0134 SQ. MI. * * ADD HYD ID=25 HYD=K3.K4 ID I=24 II=23 PRINT HYD ID=25 CODE=10 HYDROGRAPH FROM AREA K3.K4 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 24.7 24.000 8.0 36.000 .0 48.000 .0 1.000 .0 13.000 24.6 25.000 2.0 37.000 .0 49.000 .0 2.000 29.1 14.000 24.4 26.000 .8 38.000 .0 50.000 .0 3.000 25.1 15.000 24.3 27.000 .4 39.000 .0 51.000 .0 4.000 24.9 16.000 24.1 28.000 .2 40.000 .0 52.000 .0 5.000 24.9 17.000 23.8 29.000 .2 41.000 .0 53.000 .0 6.000 24.9 18.000 23.4 30.000 .1 42.000 .0 54.000 .0 7.000 24.9 19.000 22.9 31.000 .1 43.000 .0 55.000 .0 8.000 24.9 20.000 20.9 32.000 .1 44.000 .0 56.000 .0 9.000 24.9 21.000 17.8 33.000 .1 45.000 .0 10.000 24.8 22.000 15.1 34.000 .1 46.000 .0 11.000 24.7 23.000 12.5 35.000 .0 47.000 .0 RUNOFF VOLUME = 1.31447 INCHES = 44.3145 ACRE-FEET PEAK DISCHARGE RATE = 51.10 CFS AT 1.500 HOURS BASIN AREA = .6321 SQ. MI. * * ********BASINS 2, B, E, H, L ARE LATER ROUTED THROUGH POND K*********** * * COMPUTE NM HYD ID=81 HYD NO=BASIN.J1 DA=.00517 SQ MI %A=0.0 %B=12.5 %C=12.5 %D=75.0 TP=-.1333 HR RAIN=-1 K = .072649HR TP = .133300HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 15.309 CFS UNIT VOLUME = 1.029 B = 526.28 P60 = 1.8400 AREA = .003878 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118524HR TP = .133300HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 3.4367 CFS UNIT VOLUME = 1.004 B = 354.44 P60 = 1.8400 AREA = .001293 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=81 CODE=10 HYDROGRAPH FROM AREA BASIN.J1 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .1 10.000 .1 15.000 .1 20.000 .1 1.000 .0 6.000 .1 11.000 .1 16.000 .1 21.000 .0 2.000 2.6 7.000 .1 12.000 .1 17.000 .1 22.000 .0 3.000 .1 8.000 .1 13.000 .1 18.000 .1 23.000 .0 4.000 .1 9.000 .1 14.000 .1 19.000 .1 24.000 .0 RUNOFF VOLUME = 2.02069 INCHES = .5572 ACRE-FEET PEAK DISCHARGE RATE = 11.04 CFS AT 1.500 HOURS BASIN AREA = .0052 SQ. MI. * *****CANTATA***** * COMPUTE NM HYD ID=82 HYD NO=BASIN.J2 DA=.01706 SQ MI %A=0.0 %B=12.5 %C=12.5 %D=75.0 TP=-.1333 HR RAIN=-1 K = .072649HR TP = .133300HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 50.515 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .012795 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118524HR TP = .133300HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 11.340 CFS UNIT VOLUME = 1.006 B = 354.44 P60 = 1.8400 AREA = .004265 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=82 CODE=10 HYDROGRAPH FROM AREA BASIN.J2 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .3 10.000 .3 15.000 .2 20.000 .2 1.000 .0 6.000 .3 11.000 .2 16.000 .2 21.000 .2 2.000 8.7 7.000 .3 12.000 .2 17.000 .2 22.000 .2 3.000 .5 8.000 .3 13.000 .2 18.000 .2 23.000 .1 4.000 .3 9.000 .3 14.000 .2 19.000 .2 24.000 .1 RUNOFF VOLUME = 2.02069 INCHES = 1.8386 ACRE-FEET PEAK DISCHARGE RATE = 36.40 CFS AT 1.500 HOURS BASIN AREA = .0171 SQ. MI. * COMPUTE NM HYD ID=83 HYD NO=BASIN.J3 DA=.00580 SQ MI %A=0.0 %B=19.0 %C=19.0 %D=62.0 TP=-.1333 HR RAIN=-1 K = .072649HR TP = .133300HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 14.197 CFS UNIT VOLUME = 1.029 B = 526.28 P60 = 1.8400 AREA = .003596 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118524HR TP = .133300HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 5.8604 CFS UNIT VOLUME = 1.005 B = 354.44 P60 = 1.8400 AREA = .002204 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=83 CODE=10 HYDROGRAPH FROM AREA BASIN.J3 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .1 10.000 .1 15.000 .1 20.000 .0 1.000 .0 6.000 .1 11.000 .1 16.000 .1 21.000 .0 2.000 2.6 7.000 .1 12.000 .1 17.000 .1 22.000 .0 3.000 .1 8.000 .1 13.000 .1 18.000 .1 23.000 .0 4.000 .1 9.000 .1 14.000 .1 19.000 .0 24.000 .0 RUNOFF VOLUME = 1.80886 INCHES = .5595 ACRE-FEET PEAK DISCHARGE RATE = 11.70 CFS AT 1.500 HOURS BASIN AREA = .0058 SQ. MI. * *****CANTATA***** * COMPUTE NM HYD ID=84 HYD NO=BASIN.J4 DA=.01006 SQ MI %A=0.0 %B=12.5 %C=12.5 %D=75.0 TP=-.1333 HR RAIN=-1 K = .072649HR TP = .133300HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 29.788 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .007545 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118524HR TP = .133300HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 6.6873 CFS UNIT VOLUME = 1.006 B = 354.44 P60 = 1.8400 AREA = .002515 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=84 CODE=10 HYDROGRAPH FROM AREA BASIN.J4 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .2 10.000 .2 15.000 .1 20.000 .1 1.000 .0 6.000 .2 11.000 .1 16.000 .1 21.000 .1 2.000 5.2 7.000 .2 12.000 .1 17.000 .1 22.000 .1 3.000 .3 8.000 .2 13.000 .1 18.000 .1 23.000 .1 4.000 .2 9.000 .2 14.000 .1 19.000 .1 24.000 .1 RUNOFF VOLUME = 2.02069 INCHES = 1.0842 ACRE-FEET PEAK DISCHARGE RATE = 21.47 CFS AT 1.500 HOURS BASIN AREA = .0101 SQ. MI. * * COMPUTE NM HYD ID=85 HYD NO=BASIN.J5 DA=.00134 SQ MI %A=0.0 %B=5.0 %C=5.0 %D=90.0 TP=-.1333 HR RAIN=-1 K = .072649HR TP = .133300HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 4.7614 CFS UNIT VOLUME = 1.028 B = 526.28 P60 = 1.8400 AREA = .001206 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118524HR TP = .133300HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = .35630 CFS UNIT VOLUME = .9737 B = 354.44 P60 = 1.8400 AREA = .000134 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=85 CODE=10 HYDROGRAPH FROM AREA BASIN.J5 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .0 10.000 .0 15.000 .0 20.000 .0 1.000 .0 6.000 .0 11.000 .0 16.000 .0 21.000 .0 2.000 .8 7.000 .0 12.000 .0 17.000 .0 22.000 .0 3.000 .0 8.000 .0 13.000 .0 18.000 .0 23.000 .0 4.000 .0 9.000 .0 14.000 .0 19.000 .0 24.000 .0 RUNOFF VOLUME = 2.26513 INCHES = .1619 ACRE-FEET PEAK DISCHARGE RATE = 3.05 CFS AT 1.500 HOURS BASIN AREA = .0013 SQ. MI. * * COMPUTE NM HYD ID=86 HYD NO=BASIN.J6 DA=.00422 SQ MI %A=0.0 %B=5.0 %C=5.0 %D=90.0 TP=-.1333 HR RAIN=-1 K = .072649HR TP = .133300HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 14.995 CFS UNIT VOLUME = 1.029 B = 526.28 P60 = 1.8400 AREA = .003798 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118524HR TP = .133300HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 1.1221 CFS UNIT VOLUME = .9963 B = 354.44 P60 = 1.8400 AREA = .000422 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=86 CODE=10 HYDROGRAPH FROM AREA BASIN.J6 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .1 10.000 .1 15.000 .1 20.000 .0 1.000 .0 6.000 .1 11.000 .1 16.000 .1 21.000 .0 2.000 2.5 7.000 .1 12.000 .1 17.000 .1 22.000 .0 3.000 .1 8.000 .1 13.000 .1 18.000 .1 23.000 .0 4.000 .1 9.000 .1 14.000 .1 19.000 .1 24.000 .0 RUNOFF VOLUME = 2.26512 INCHES = .5098 ACRE-FEET PEAK DISCHARGE RATE = 9.59 CFS AT 1.500 HOURS BASIN AREA = .0042 SQ. MI. * * COMPUTE NM HYD ID=87 HYD NO=BASIN.J7 DA=.00444 SQ MI %A=0.0 %B=5.0 %C=5.0 %D=90.0 TP=-.1333 HR RAIN=-1 K = .072649HR TP = .133300HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 15.776 CFS UNIT VOLUME = 1.029 B = 526.28 P60 = 1.8400 AREA = .003996 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118524HR TP = .133300HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 1.1806 CFS UNIT VOLUME = .9989 B = 354.44 P60 = 1.8400 AREA = .000444 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=87 CODE=10 HYDROGRAPH FROM AREA BASIN.J7 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .1 10.000 .1 15.000 .1 20.000 .1 1.000 .0 6.000 .1 11.000 .1 16.000 .1 21.000 .1 2.000 2.6 7.000 .1 12.000 .1 17.000 .1 22.000 .0 3.000 .1 8.000 .1 13.000 .1 18.000 .1 23.000 .0 4.000 .1 9.000 .1 14.000 .1 19.000 .1 24.000 .0 RUNOFF VOLUME = 2.26512 INCHES = .5364 ACRE-FEET PEAK DISCHARGE RATE = 10.09 CFS AT 1.500 HOURS BASIN AREA = .0044 SQ. MI. * * COMPUTE NM HYD ID=88 HYD NO=BASIN.J8 DA=.00903 SQ MI %A=0.0 %B=70.0 %C=30.0 %D=0.0 TP=-.1333 HR RAIN=-1 K = .123722HR TP = .133300HR K/TP RATIO = .928150 SHAPE CONSTANT, N = 3.811914 UNIT PEAK = 23.197 CFS UNIT VOLUME = 1.003 B = 342.43 P60 = 1.8400 AREA = .009030 SQ MI IA = .45500 INCHES INF = 1.12400 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=88 CODE=10 HYDROGRAPH FROM AREA BASIN.J8 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 1.000 .0 2.000 1.0 3.000 .1 RUNOFF VOLUME = .73726 INCHES = .3551 ACRE-FEET PEAK DISCHARGE RATE = 12.31 CFS AT 1.500 HOURS BASIN AREA = .0090 SQ. MI. * * COMPUTE NM HYD ID=89 HYD NO=BASIN.J9 DA=.00548 SQ MI %A=0.0 %B=7.5 %C=7.5 %D=85.0 TP=-.1333 HR RAIN=-1 K = .072649HR TP = .133300HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 18.390 CFS UNIT VOLUME = 1.029 B = 526.28 P60 = 1.8400 AREA = .004658 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118524HR TP = .133300HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 2.1857 CFS UNIT VOLUME = 1.002 B = 354.44 P60 = 1.8400 AREA = .000822 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=89 CODE=10 HYDROGRAPH FROM AREA BASIN.J9 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .1 10.000 .1 15.000 .1 20.000 .1 1.000 .0 6.000 .1 11.000 .1 16.000 .1 21.000 .1 2.000 3.1 7.000 .1 12.000 .1 17.000 .1 22.000 .1 3.000 .2 8.000 .1 13.000 .1 18.000 .1 23.000 .1 4.000 .1 9.000 .1 14.000 .1 19.000 .1 24.000 .1 RUNOFF VOLUME = 2.18365 INCHES = .6382 ACRE-FEET PEAK DISCHARGE RATE = 12.20 CFS AT 1.500 HOURS BASIN AREA = .0055 SQ. MI. * * COMPUTE NM HYD ID=12 HYD NO=BASIN.J12 DA=.01419 SQ MI %A=100.0 %B=0.0 %C=0.0 %D=0.0 TP=-.1333 HR RAIN=-1 K = .164440HR TP = .133300HR K/TP RATIO = 1.233609 SHAPE CONSTANT, N = 2.887705 UNIT PEAK = 29.012 CFS UNIT VOLUME = .9838 B = 272.53 P60 = 1.8400 AREA = .014190 SQ MI IA = .65000 INCHES INF = 1.67000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=12 CODE=10 HYDROGRAPH FROM AREA BASIN.J12 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 1.000 .0 2.000 1.0 3.000 .1 4.000 .0 RUNOFF VOLUME = .41534 INCHES = .3143 ACRE-FEET PEAK DISCHARGE RATE = 10.65 CFS AT 1.500 HOURS BASIN AREA = .0142 SQ. MI. * * ADD HYD ID=11 HYD=J10J11.J6 ID I=86 II=10 PRINT HYD ID=11 CODE=10 HYDROGRAPH FROM AREA J10J11.J6 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 .4 12.000 .3 18.000 .2 24.000 .2 1.000 .0 7.000 .4 13.000 .3 19.000 .2 25.000 .0 2.000 11.9 8.000 .4 14.000 .3 20.000 .2 3.000 .6 9.000 .3 15.000 .3 21.000 .2 4.000 .3 10.000 .3 16.000 .2 22.000 .2 5.000 .3 11.000 .3 17.000 .2 23.000 .2 RUNOFF VOLUME = 2.25428 INCHES = 2.1437 ACRE-FEET PEAK DISCHARGE RATE = 38.60 CFS AT 1.500 HOURS BASIN AREA = .0178 SQ. MI. * * ADD HYD ID=95 HYD=J10J11J6.J9 ID I=11 II=89 PRINT HYD ID=95 CODE=10 HYDROGRAPH FROM AREA J10J11J6.J9 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 .5 12.000 .4 18.000 .3 24.000 .2 1.000 .0 7.000 .5 13.000 .4 19.000 .3 25.000 .0 2.000 15.0 8.000 .5 14.000 .3 20.000 .3 3.000 .8 9.000 .4 15.000 .3 21.000 .3 4.000 .4 10.000 .4 16.000 .3 22.000 .3 5.000 .4 11.000 .4 17.000 .3 23.000 .2 RUNOFF VOLUME = 2.23766 INCHES = 2.7818 ACRE-FEET PEAK DISCHARGE RATE = 50.80 CFS AT 1.500 HOURS BASIN AREA = .0233 SQ. MI. * * ADD HYD ID=90 HYD=J10J11J6J9.J5 ID I=85 II=95 PRINT HYD ID=90 CODE=10 HYDROGRAPH FROM AREA J10J11J6J9.J5 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 .5 12.000 .4 18.000 .3 24.000 .3 1.000 .0 7.000 .5 13.000 .4 19.000 .3 25.000 .0 2.000 15.8 8.000 .5 14.000 .4 20.000 .3 3.000 .8 9.000 .5 15.000 .3 21.000 .3 4.000 .4 10.000 .4 16.000 .3 22.000 .3 5.000 .4 11.000 .4 17.000 .3 23.000 .3 RUNOFF VOLUME = 2.23914 INCHES = 2.9437 ACRE-FEET PEAK DISCHARGE RATE = 53.86 CFS AT 1.500 HOURS BASIN AREA = .0247 SQ. MI. * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.007 DIA=3.0 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .16 .14 .29 1.33 .31 .39 1.27 1.83 .47 .71 2.95 2.18 .63 1.07 5.31 2.44 .78 1.46 8.30 2.63 .94 1.89 11.84 2.78 1.09 2.33 15.86 2.89 1.25 2.79 20.27 2.96 1.41 3.26 24.99 2.99 1.56 3.72 29.91 3.00 1.72 4.19 34.92 3.00 1.88 4.65 39.90 3.00 2.03 5.10 44.72 3.00 2.19 5.53 49.23 3.00 2.35 5.93 53.27 3.00 2.50 6.30 56.64 3.00 2.66 6.62 59.04 3.00 2.81 6.89 60.03 3.00 3.00 7.07 60.03 3.00 ROUTE MCUNGE ID=91 HYD=RTE.J5J6 INFLOW ID=90 DT=0.0 L=350 NS=0 SLOPE=0.007 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 ZERO VALUE HYDROGRAPH OR SHORT ROUTE - ROUTING BYPASSED * PRINT HYD ID=91 CODE=0 HYDROGRAPH FROM AREA RTE.J5J6 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.200 .4 10.400 .4 15.600 .3 20.800 .3 .100 .0 5.300 .5 10.500 .4 15.700 .3 20.900 .3 .200 .0 5.400 .5 10.600 .4 15.800 .3 21.000 .3 .300 .0 5.500 .5 10.700 .4 15.900 .3 21.100 .3 .400 .0 5.600 .5 10.800 .4 16.000 .3 21.200 .3 .500 .0 5.700 .5 10.900 .4 16.100 .3 21.300 .3 .600 .0 5.800 .5 11.000 .4 16.200 .3 21.400 .3 .700 .0 5.900 .5 11.100 .4 16.300 .3 21.500 .3 .800 .0 6.000 .5 11.200 .4 16.400 .3 21.600 .3 .900 .0 6.100 .5 11.300 .4 16.500 .3 21.700 .3 1.000 .0 6.200 .5 11.400 .4 16.600 .3 21.800 .3 1.100 .2 6.300 .5 11.500 .4 16.700 .3 21.900 .3 1.200 2.7 6.400 .5 11.600 .4 16.800 .3 22.000 .3 1.300 12.9 6.500 .5 11.700 .4 16.900 .3 22.100 .3 1.400 36.9 6.600 .5 11.800 .4 17.000 .3 22.200 .3 1.500 53.9 6.700 .5 11.900 .4 17.100 .3 22.300 .3 1.600 45.9 6.800 .5 12.000 .4 17.200 .3 22.400 .3 1.700 31.9 6.900 .5 12.100 .4 17.300 .3 22.500 .3 1.800 23.6 7.000 .5 12.200 .4 17.400 .3 22.600 .3 1.900 19.1 7.100 .5 12.300 .4 17.500 .3 22.700 .3 2.000 15.8 7.200 .5 12.400 .4 17.600 .3 22.800 .3 2.100 11.5 7.300 .5 12.500 .4 17.700 .3 22.900 .3 2.200 6.7 7.400 .5 12.600 .4 17.800 .3 23.000 .3 2.300 4.0 7.500 .5 12.700 .4 17.900 .3 23.100 .3 2.400 2.9 7.600 .5 12.800 .4 18.000 .3 23.200 .3 2.500 2.2 7.700 .5 12.900 .4 18.100 .3 23.300 .3 2.600 1.7 7.800 .5 13.000 .4 18.200 .3 23.400 .3 2.700 1.4 7.900 .5 13.100 .4 18.300 .3 23.500 .3 2.800 1.1 8.000 .5 13.200 .4 18.400 .3 23.600 .3 2.900 .9 8.100 .5 13.300 .4 18.500 .3 23.700 .3 3.000 .8 8.200 .5 13.400 .4 18.600 .3 23.800 .3 3.100 .7 8.300 .5 13.500 .4 18.700 .3 23.900 .3 3.200 .6 8.400 .5 13.600 .4 18.800 .3 24.000 .3 3.300 .6 8.500 .5 13.700 .4 18.900 .3 24.100 .2 3.400 .5 8.600 .5 13.800 .4 19.000 .3 24.200 .1 3.500 .5 8.700 .5 13.900 .4 19.100 .3 24.300 .0 3.600 .5 8.800 .5 14.000 .4 19.200 .3 24.400 .0 3.700 .5 8.900 .5 14.100 .4 19.300 .3 24.500 .0 3.800 .5 9.000 .5 14.200 .4 19.400 .3 24.600 .0 3.900 .4 9.100 .5 14.300 .4 19.500 .3 24.700 .0 4.000 .4 9.200 .5 14.400 .4 19.600 .3 24.800 .0 4.100 .4 9.300 .5 14.500 .4 19.700 .3 24.900 .0 4.200 .4 9.400 .5 14.600 .4 19.800 .3 25.000 .0 4.300 .4 9.500 .5 14.700 .4 19.900 .3 25.100 .0 4.400 .4 9.600 .4 14.800 .3 20.000 .3 25.200 .0 4.500 .4 9.700 .4 14.900 .3 20.100 .3 25.300 .0 4.600 .4 9.800 .4 15.000 .3 20.200 .3 25.400 .0 4.700 .4 9.900 .4 15.100 .3 20.300 .3 25.500 .0 4.800 .4 10.000 .4 15.200 .3 20.400 .3 25.600 .0 4.900 .4 10.100 .4 15.300 .3 20.500 .3 5.000 .4 10.200 .4 15.400 .3 20.600 .3 5.100 .4 10.300 .4 15.500 .3 20.700 .3 RUNOFF VOLUME = 2.23914 INCHES = 2.9437 ACRE-FEET PEAK DISCHARGE RATE = 53.86 CFS AT 1.500 HOURS BASIN AREA = .0247 SQ. MI. * * ADD HYD ID=93 HYD=J1.J4 ID I=81 II=84 PRINT HYD ID=93 CODE=10 HYDROGRAPH FROM AREA J1.J4 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .2 10.000 .2 15.000 .2 20.000 .1 1.000 .0 6.000 .3 11.000 .2 16.000 .2 21.000 .1 2.000 7.8 7.000 .3 12.000 .2 17.000 .2 22.000 .1 3.000 .4 8.000 .3 13.000 .2 18.000 .2 23.000 .1 4.000 .2 9.000 .2 14.000 .2 19.000 .2 24.000 .1 RUNOFF VOLUME = 2.02065 INCHES = 1.6413 ACRE-FEET PEAK DISCHARGE RATE = 32.51 CFS AT 1.500 HOURS BASIN AREA = .0152 SQ. MI. * ADD HYD ID=94 HYD=J1J4.J5J6J9 ID I=91 II=93 PRINT HYD ID=94 CODE=10 HYDROGRAPH FROM AREA J1J4.J5J6J9 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 .8 12.000 .6 18.000 .5 24.000 .4 1.000 .0 7.000 .8 13.000 .6 19.000 .5 25.000 .0 2.000 23.6 8.000 .7 14.000 .5 20.000 .4 3.000 1.2 9.000 .7 15.000 .5 21.000 .4 4.000 .7 10.000 .7 16.000 .5 22.000 .4 5.000 .7 11.000 .6 17.000 .5 23.000 .4 RUNOFF VOLUME = 2.15570 INCHES = 4.5850 ACRE-FEET PEAK DISCHARGE RATE = 86.37 CFS AT 1.500 HOURS BASIN AREA = .0399 SQ. MI. * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.007 DIA=3.5 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .18 .19 .44 1.56 .36 .53 1.92 2.14 .55 .96 4.46 2.54 .73 1.45 8.01 2.84 .91 1.99 12.51 3.07 1.09 2.57 17.85 3.25 1.28 3.17 23.92 3.37 1.46 3.80 30.58 3.45 1.64 4.43 37.70 3.49 1.82 5.07 45.12 3.50 2.01 5.70 52.68 3.50 2.19 6.33 60.19 3.50 2.37 6.94 67.46 3.50 2.55 7.52 74.27 3.50 2.74 8.07 80.36 3.50 2.92 8.57 85.43 3.50 3.10 9.01 89.06 3.50 3.28 9.37 90.55 3.50 3.50 9.62 90.55 3.50 ROUTE MCUNGE ID=92 HYD=RTE.J14569 INFLOW ID=94 DT=0.0 L=650 NS=0 SLOPE=0.007 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 ZERO VALUE HYDROGRAPH OR SHORT ROUTE - ROUTING BYPASSED * PRINT HYD ID=92 CODE=0 HYDROGRAPH FROM AREA RTE.J14569 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.200 .7 10.400 .7 15.600 .5 20.800 .4 .100 .0 5.300 .7 10.500 .6 15.700 .5 20.900 .4 .200 .0 5.400 .7 10.600 .6 15.800 .5 21.000 .4 .300 .0 5.500 .7 10.700 .6 15.900 .5 21.100 .4 .400 .0 5.600 .7 10.800 .6 16.000 .5 21.200 .4 .500 .0 5.700 .7 10.900 .6 16.100 .5 21.300 .4 .600 .0 5.800 .8 11.000 .6 16.200 .5 21.400 .4 .700 .0 5.900 .8 11.100 .6 16.300 .5 21.500 .4 .800 .0 6.000 .8 11.200 .6 16.400 .5 21.600 .4 .900 .0 6.100 .8 11.300 .6 16.500 .5 21.700 .4 1.000 .0 6.200 .8 11.400 .6 16.600 .5 21.800 .4 1.100 .3 6.300 .8 11.500 .6 16.700 .5 21.900 .4 1.200 5.6 6.400 .8 11.600 .6 16.800 .5 22.000 .4 1.300 23.8 6.500 .8 11.700 .6 16.900 .5 22.100 .4 1.400 66.0 6.600 .8 11.800 .6 17.000 .5 22.200 .4 1.500 86.4 6.700 .8 11.900 .6 17.100 .5 22.300 .4 1.600 68.4 6.800 .8 12.000 .6 17.200 .5 22.400 .4 1.700 47.2 6.900 .8 12.100 .6 17.300 .5 22.500 .4 1.800 35.4 7.000 .8 12.200 .6 17.400 .5 22.600 .4 1.900 28.5 7.100 .8 12.300 .6 17.500 .5 22.700 .4 2.000 23.6 7.200 .8 12.400 .6 17.600 .5 22.800 .4 2.100 16.2 7.300 .8 12.500 .6 17.700 .5 22.900 .4 2.200 9.3 7.400 .8 12.600 .6 17.800 .5 23.000 .4 2.300 5.9 7.500 .8 12.700 .6 17.900 .5 23.100 .4 2.400 4.3 7.600 .8 12.800 .6 18.000 .5 23.200 .4 2.500 3.3 7.700 .8 12.900 .6 18.100 .5 23.300 .4 2.600 2.6 7.800 .8 13.000 .6 18.200 .5 23.400 .4 2.700 2.1 7.900 .8 13.100 .6 18.300 .5 23.500 .4 2.800 1.7 8.000 .7 13.200 .6 18.400 .5 23.600 .4 2.900 1.4 8.100 .7 13.300 .6 18.500 .5 23.700 .4 3.000 1.2 8.200 .7 13.400 .6 18.600 .5 23.800 .4 3.100 1.1 8.300 .7 13.500 .6 18.700 .5 23.900 .4 3.200 1.0 8.400 .7 13.600 .6 18.800 .5 24.000 .4 3.300 .9 8.500 .7 13.700 .6 18.900 .5 24.100 .3 3.400 .8 8.600 .7 13.800 .6 19.000 .5 24.200 .1 3.500 .8 8.700 .7 13.900 .6 19.100 .5 24.300 .1 3.600 .7 8.800 .7 14.000 .5 19.200 .5 24.400 .0 3.700 .7 8.900 .7 14.100 .5 19.300 .4 24.500 .0 3.800 .7 9.000 .7 14.200 .5 19.400 .4 24.600 .0 3.900 .7 9.100 .7 14.300 .5 19.500 .4 24.700 .0 4.000 .7 9.200 .7 14.400 .5 19.600 .4 24.800 .0 4.100 .7 9.300 .7 14.500 .5 19.700 .4 24.900 .0 4.200 .6 9.400 .7 14.600 .5 19.800 .4 25.000 .0 4.300 .6 9.500 .7 14.700 .5 19.900 .4 25.100 .0 4.400 .6 9.600 .7 14.800 .5 20.000 .4 25.200 .0 4.500 .6 9.700 .7 14.900 .5 20.100 .4 25.300 .0 4.600 .6 9.800 .7 15.000 .5 20.200 .4 25.400 .0 4.700 .6 9.900 .7 15.100 .5 20.300 .4 25.500 .0 4.800 .6 10.000 .7 15.200 .5 20.400 .4 25.600 .0 4.900 .7 10.100 .7 15.300 .5 20.500 .4 5.000 .7 10.200 .7 15.400 .5 20.600 .4 5.100 .7 10.300 .7 15.500 .5 20.700 .4 RUNOFF VOLUME = 2.15570 INCHES = 4.5850 ACRE-FEET PEAK DISCHARGE RATE = 86.37 CFS AT 1.500 HOURS BASIN AREA = .0399 SQ. MI. * * ADD HYD ID=95 HYD=J2.J3 ID I=82 II=83 PRINT HYD ID=95 CODE=10 HYDROGRAPH FROM AREA J2.J3 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .3 10.000 .3 15.000 .3 20.000 .2 1.000 .0 6.000 .4 11.000 .3 16.000 .2 21.000 .2 2.000 11.3 7.000 .4 12.000 .3 17.000 .2 22.000 .2 3.000 .6 8.000 .4 13.000 .3 18.000 .2 23.000 .2 4.000 .3 9.000 .3 14.000 .3 19.000 .2 24.000 .2 RUNOFF VOLUME = 1.96692 INCHES = 2.3981 ACRE-FEET PEAK DISCHARGE RATE = 48.10 CFS AT 1.500 HOURS BASIN AREA = .0229 SQ. MI. * * ADD HYD ID=94 HYD=J2J3.J7 ID I=95 II=87 PRINT HYD ID=94 CODE=10 HYDROGRAPH FROM AREA J2J3.J7 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .4 10.000 .4 15.000 .3 20.000 .3 1.000 .0 6.000 .5 11.000 .4 16.000 .3 21.000 .3 2.000 13.9 7.000 .5 12.000 .4 17.000 .3 22.000 .3 3.000 .7 8.000 .5 13.000 .4 18.000 .3 23.000 .2 4.000 .4 9.000 .4 14.000 .3 19.000 .3 24.000 .2 RUNOFF VOLUME = 2.01541 INCHES = 2.9344 ACRE-FEET PEAK DISCHARGE RATE = 58.19 CFS AT 1.500 HOURS BASIN AREA = .0273 SQ. MI. * * ADD HYD ID=96 HYD=J145679.J237 ID I=94 II=92 PRINT HYD ID=96 CODE=10 HYDROGRAPH FROM AREA J145679.J237 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 1.3 12.000 1.0 18.000 .7 24.000 .6 1.000 .0 7.000 1.3 13.000 .9 19.000 .7 25.000 .0 2.000 37.5 8.000 1.2 14.000 .9 20.000 .7 3.000 2.0 9.000 1.1 15.000 .8 21.000 .7 4.000 1.1 10.000 1.1 16.000 .8 22.000 .7 5.000 1.1 11.000 1.0 17.000 .8 23.000 .6 RUNOFF VOLUME = 2.09869 INCHES = 7.5194 ACRE-FEET PEAK DISCHARGE RATE = 144.56 CFS AT 1.500 HOURS BASIN AREA = .0672 SQ. MI. * ADD HYD ID=97 HYD=J1J7.J8 ID I=96 II=88 PRINT HYD ID=97 CODE=10 HYDROGRAPH FROM AREA J1J7.J8 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 1.3 12.000 1.0 18.000 .7 24.000 .6 1.000 .0 7.000 1.3 13.000 .9 19.000 .7 25.000 .0 2.000 38.6 8.000 1.2 14.000 .9 20.000 .7 3.000 2.0 9.000 1.1 15.000 .8 21.000 .7 4.000 1.1 10.000 1.1 16.000 .8 22.000 .7 5.000 1.1 11.000 1.0 17.000 .8 23.000 .6 RUNOFF VOLUME = 1.93737 INCHES = 7.8745 ACRE-FEET PEAK DISCHARGE RATE = 156.87 CFS AT 1.500 HOURS BASIN AREA = .0762 SQ. MI. * * ADD HYD ID=98 HYD=J1J8.J12 ID I=97 II=12 PRINT HYD ID=98 CODE=10 HYDROGRAPH FROM AREA J1J8.J12 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 1.3 12.000 1.0 18.000 .7 24.000 .6 1.000 .0 7.000 1.3 13.000 .9 19.000 .7 25.000 .0 2.000 39.5 8.000 1.2 14.000 .9 20.000 .7 3.000 2.1 9.000 1.1 15.000 .8 21.000 .7 4.000 1.1 10.000 1.1 16.000 .8 22.000 .7 5.000 1.1 11.000 1.0 17.000 .8 23.000 .6 RUNOFF VOLUME = 1.69846 INCHES = 8.1888 ACRE-FEET PEAK DISCHARGE RATE = 167.52 CFS AT 1.500 HOURS BASIN AREA = .0904 SQ. MI. * * ************************************************************* DIVIDE HYD ID=98 Q=26.34 ID I=83 HYD NO=BYPASSJ ID II=84 HYD NO=SURGEJ PRINT HYD ID=83 CODE=10 HYDROGRAPH FROM AREA BYPASSJ TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 6.000 1.3 12.000 1.0 18.000 .7 24.000 .6 1.000 .0 7.000 1.3 13.000 .9 19.000 .7 25.000 .0 2.000 26.3 8.000 1.2 14.000 .9 20.000 .7 3.000 2.1 9.000 1.1 15.000 .8 21.000 .7 4.000 1.1 10.000 1.1 16.000 .8 22.000 .7 5.000 1.1 11.000 1.0 17.000 .8 23.000 .6 RUNOFF VOLUME = 1.69846 INCHES = 4.1292 ACRE-FEET PEAK DISCHARGE RATE = 26.34 CFS AT 1.300 HOURS BASIN AREA = .0456 SQ. MI. PRINT HYD ID=84 CODE=10 HYDROGRAPH FROM AREA SURGEJ TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 1.000 .0 2.000 13.2 RUNOFF VOLUME = 1.69846 INCHES = 4.0596 ACRE-FEET PEAK DISCHARGE RATE = 141.18 CFS AT 1.500 HOURS BASIN AREA = .0448 SQ. MI. *************************************************************** * * ROUTE RESERVOIR ID=90 HYD=POND.J INFLOW ID=84 CODE=10 OUTFLOW STORAGE DEPTH 0 0 5414 3.82 1.96 5415 7.20 4.70 5416 10.28 7.94 5417 100.0 11.56 5418 * * * * * * * * * * * * * * * * * TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) .00 .00 5414.00 .000 .00 1.00 .00 5414.00 .000 .00 2.00 13.21 5415.66 3.767 6.05 3.00 .00 5415.50 3.341 5.52 4.00 .00 5415.35 2.907 4.99 5.00 .00 5415.20 2.515 4.50 6.00 .00 5415.07 2.161 4.07 7.00 .00 5414.94 1.843 3.59 8.00 .00 5414.80 1.569 3.06 9.00 .00 5414.68 1.335 2.60 10.00 .00 5414.58 1.137 2.22 11.00 .00 5414.49 .968 1.89 12.00 .00 5414.42 .824 1.61 13.00 .00 5414.36 .701 1.37 14.00 .00 5414.30 .597 1.16 15.00 .00 5414.26 .508 .99 16.00 .00 5414.22 .432 .84 17.00 .00 5414.19 .368 .72 18.00 .00 5414.16 .313 .61 19.00 .00 5414.14 .267 .52 20.00 .00 5414.12 .227 .44 21.00 .00 5414.10 .193 .38 22.00 .00 5414.08 .165 .32 23.00 .00 5414.07 .140 .27 24.00 .00 5414.06 .119 .23 25.00 .00 5414.05 .101 .20 26.00 .00 5414.04 .086 .17 27.00 .00 5414.04 .074 .14 28.00 .00 5414.03 .063 .12 29.00 .00 5414.03 .053 .10 30.00 .00 5414.02 .045 .09 31.00 .00 5414.02 .039 .08 32.00 .00 5414.02 .033 .06 33.00 .00 5414.01 .028 .05 34.00 .00 5414.01 .024 .05 35.00 .00 5414.01 .020 .04 36.00 .00 5414.01 .017 .03 37.00 .00 5414.01 .015 .03 38.00 .00 5414.01 .012 .02 39.00 .00 5414.01 .011 .02 40.00 .00 5414.00 .009 .02 41.00 .00 5414.00 .008 .02 42.00 .00 5414.00 .007 .01 43.00 .00 5414.00 .006 .01 44.00 .00 5414.00 .005 .01 45.00 .00 5414.00 .004 .01 46.00 .00 5414.00 .003 .01 47.00 .00 5414.00 .003 .01 48.00 .00 5414.00 .002 .00 PEAK DISCHARGE = 6.055 CFS - PEAK OCCURS AT HOUR 2.10 MAXIMUM WATER SURFACE ELEVATION = 5415.661 MAXIMUM STORAGE = 3.7714 AC-FT INCREMENTAL TIME= .100000HRS * PRINT HYD ID=90 CODE=0 HYDROGRAPH FROM AREA POND.J TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 11.600 1.7 23.200 .3 34.800 .0 46.400 .0 .100 .0 11.700 1.7 23.300 .3 34.900 .0 46.500 .0 .200 .0 11.800 1.7 23.400 .3 35.000 .0 46.600 .0 .300 .0 11.900 1.6 23.500 .3 35.100 .0 46.700 .0 .400 .0 12.000 1.6 23.600 .2 35.200 .0 46.800 .0 .500 .0 12.100 1.6 23.700 .2 35.300 .0 46.900 .0 .600 .0 12.200 1.6 23.800 .2 35.400 .0 47.000 .0 .700 .0 12.300 1.5 23.900 .2 35.500 .0 47.100 .0 .800 .0 12.400 1.5 24.000 .2 35.600 .0 47.200 .0 .900 .0 12.500 1.5 24.100 .2 35.700 .0 47.300 .0 1.000 .0 12.600 1.5 24.200 .2 35.800 .0 47.400 .0 1.100 .0 12.700 1.4 24.300 .2 35.900 .0 47.500 .0 1.200 .0 12.800 1.4 24.400 .2 36.000 .0 47.600 .0 1.300 .1 12.900 1.4 24.500 .2 36.100 .0 47.700 .0 1.400 1.1 13.000 1.4 24.600 .2 36.200 .0 47.800 .0 1.500 3.1 13.100 1.3 24.700 .2 36.300 .0 47.900 .0 1.600 4.5 13.200 1.3 24.800 .2 36.400 .0 48.000 .0 1.700 5.3 13.300 1.3 24.900 .2 36.500 .0 48.100 .0 1.800 5.7 13.400 1.3 25.000 .2 36.600 .0 48.200 .0 1.900 5.9 13.500 1.3 25.100 .2 36.700 .0 48.300 .0 2.000 6.0 13.600 1.2 25.200 .2 36.800 .0 48.400 .0 2.100 6.1 13.700 1.2 25.300 .2 36.900 .0 48.500 .0 2.200 6.0 13.800 1.2 25.400 .2 37.000 .0 48.600 .0 2.300 5.9 13.900 1.2 25.500 .2 37.100 .0 48.700 .0 2.400 5.9 14.000 1.2 25.600 .2 37.200 .0 48.800 .0 2.500 5.8 14.100 1.1 25.700 .2 37.300 .0 48.900 .0 2.600 5.8 14.200 1.1 25.800 .2 37.400 .0 49.000 .0 2.700 5.7 14.300 1.1 25.900 .2 37.500 .0 49.100 .0 2.800 5.6 14.400 1.1 26.000 .2 37.600 .0 49.200 .0 2.900 5.6 14.500 1.1 26.100 .2 37.700 .0 49.300 .0 3.000 5.5 14.600 1.1 26.200 .2 37.800 .0 49.400 .0 3.100 5.5 14.700 1.0 26.300 .2 37.900 .0 49.500 .0 3.200 5.4 14.800 1.0 26.400 .2 38.000 .0 49.600 .0 3.300 5.4 14.900 1.0 26.500 .2 38.100 .0 49.700 .0 3.400 5.3 15.000 1.0 26.600 .2 38.200 .0 49.800 .0 3.500 5.2 15.100 1.0 26.700 .2 38.300 .0 49.900 .0 3.600 5.2 15.200 1.0 26.800 .1 38.400 .0 50.000 .0 3.700 5.1 15.300 .9 26.900 .1 38.500 .0 50.100 .0 3.800 5.1 15.400 .9 27.000 .1 38.600 .0 50.200 .0 3.900 5.0 15.500 .9 27.100 .1 38.700 .0 50.300 .0 4.000 5.0 15.600 .9 27.200 .1 38.800 .0 50.400 .0 4.100 4.9 15.700 .9 27.300 .1 38.900 .0 50.500 .0 4.200 4.9 15.800 .9 27.400 .1 39.000 .0 50.600 .0 4.300 4.8 15.900 .9 27.500 .1 39.100 .0 50.700 .0 4.400 4.8 16.000 .8 27.600 .1 39.200 .0 50.800 .0 4.500 4.7 16.100 .8 27.700 .1 39.300 .0 50.900 .0 4.600 4.7 16.200 .8 27.800 .1 39.400 .0 51.000 .0 4.700 4.6 16.300 .8 27.900 .1 39.500 .0 51.100 .0 4.800 4.6 16.400 .8 28.000 .1 39.600 .0 51.200 .0 4.900 4.6 16.500 .8 28.100 .1 39.700 .0 51.300 .0 5.000 4.5 16.600 .8 28.200 .1 39.800 .0 51.400 .0 5.100 4.5 16.700 .8 28.300 .1 39.900 .0 51.500 .0 5.200 4.4 16.800 .7 28.400 .1 40.000 .0 51.600 .0 5.300 4.4 16.900 .7 28.500 .1 40.100 .0 51.700 .0 5.400 4.3 17.000 .7 28.600 .1 40.200 .0 51.800 .0 5.500 4.3 17.100 .7 28.700 .1 40.300 .0 51.900 .0 5.600 4.2 17.200 .7 28.800 .1 40.400 .0 52.000 .0 5.700 4.2 17.300 .7 28.900 .1 40.500 .0 52.100 .0 5.800 4.2 17.400 .7 29.000 .1 40.600 .0 52.200 .0 5.900 4.1 17.500 .7 29.100 .1 40.700 .0 52.300 .0 6.000 4.1 17.600 .7 29.200 .1 40.800 .0 52.400 .0 6.100 4.0 17.700 .6 29.300 .1 40.900 .0 52.500 .0 6.200 4.0 17.800 .6 29.400 .1 41.000 .0 52.600 .0 6.300 3.9 17.900 .6 29.500 .1 41.100 .0 52.700 .0 6.400 3.9 18.000 .6 29.600 .1 41.200 .0 52.800 .0 6.500 3.9 18.100 .6 29.700 .1 41.300 .0 52.900 .0 6.600 3.8 18.200 .6 29.800 .1 41.400 .0 53.000 .0 6.700 3.8 18.300 .6 29.900 .1 41.500 .0 53.100 .0 6.800 3.7 18.400 .6 30.000 .1 41.600 .0 53.200 .0 6.900 3.7 18.500 .6 30.100 .1 41.700 .0 53.300 .0 7.000 3.6 18.600 .6 30.200 .1 41.800 .0 53.400 .0 7.100 3.5 18.700 .5 30.300 .1 41.900 .0 53.500 .0 7.200 3.5 18.800 .5 30.400 .1 42.000 .0 53.600 .0 7.300 3.4 18.900 .5 30.500 .1 42.100 .0 53.700 .0 7.400 3.4 19.000 .5 30.600 .1 42.200 .0 53.800 .0 7.500 3.3 19.100 .5 30.700 .1 42.300 .0 53.900 .0 7.600 3.3 19.200 .5 30.800 .1 42.400 .0 54.000 .0 7.700 3.2 19.300 .5 30.900 .1 42.500 .0 54.100 .0 7.800 3.2 19.400 .5 31.000 .1 42.600 .0 54.200 .0 7.900 3.1 19.500 .5 31.100 .1 42.700 .0 54.300 .0 8.000 3.1 19.600 .5 31.200 .1 42.800 .0 54.400 .0 8.100 3.0 19.700 .5 31.300 .1 42.900 .0 54.500 .0 8.200 3.0 19.800 .5 31.400 .1 43.000 .0 54.600 .0 8.300 2.9 19.900 .4 31.500 .1 43.100 .0 54.700 .0 8.400 2.9 20.000 .4 31.600 .1 43.200 .0 54.800 .0 8.500 2.8 20.100 .4 31.700 .1 43.300 .0 54.900 .0 8.600 2.8 20.200 .4 31.800 .1 43.400 .0 55.000 .0 8.700 2.7 20.300 .4 31.900 .1 43.500 .0 55.100 .0 8.800 2.7 20.400 .4 32.000 .1 43.600 .0 55.200 .0 8.900 2.6 20.500 .4 32.100 .1 43.700 .0 55.300 .0 9.000 2.6 20.600 .4 32.200 .1 43.800 .0 55.400 .0 9.100 2.6 20.700 .4 32.300 .1 43.900 .0 55.500 .0 9.200 2.5 20.800 .4 32.400 .1 44.000 .0 55.600 .0 9.300 2.5 20.900 .4 32.500 .1 44.100 .0 55.700 .0 9.400 2.4 21.000 .4 32.600 .1 44.200 .0 55.800 .0 9.500 2.4 21.100 .4 32.700 .1 44.300 .0 55.900 .0 9.600 2.4 21.200 .4 32.800 .1 44.400 .0 56.000 .0 9.700 2.3 21.300 .4 32.900 .1 44.500 .0 56.100 .0 9.800 2.3 21.400 .4 33.000 .1 44.600 .0 56.200 .0 9.900 2.3 21.500 .3 33.100 .1 44.700 .0 56.300 .0 10.000 2.2 21.600 .3 33.200 .1 44.800 .0 56.400 .0 10.100 2.2 21.700 .3 33.300 .1 44.900 .0 56.500 .0 10.200 2.1 21.800 .3 33.400 .1 45.000 .0 56.600 .0 10.300 2.1 21.900 .3 33.500 .1 45.100 .0 56.700 .0 10.400 2.1 22.000 .3 33.600 .0 45.200 .0 56.800 .0 10.500 2.0 22.100 .3 33.700 .0 45.300 .0 56.900 .0 10.600 2.0 22.200 .3 33.800 .0 45.400 .0 57.000 .0 10.700 2.0 22.300 .3 33.900 .0 45.500 .0 57.100 .0 10.800 1.9 22.400 .3 34.000 .0 45.600 .0 57.200 .0 10.900 1.9 22.500 .3 34.100 .0 45.700 .0 57.300 .0 11.000 1.9 22.600 .3 34.200 .0 45.800 .0 57.400 .0 11.100 1.9 22.700 .3 34.300 .0 45.900 .0 57.500 .0 11.200 1.8 22.800 .3 34.400 .0 46.000 .0 57.600 .0 11.300 1.8 22.900 .3 34.500 .0 46.100 .0 57.700 .0 11.400 1.8 23.000 .3 34.600 .0 46.200 .0 57.800 .0 11.500 1.7 23.100 .3 34.700 .0 46.300 .0 RUNOFF VOLUME = 1.69831 INCHES = 4.0592 ACRE-FEET PEAK DISCHARGE RATE = 6.05 CFS AT 2.100 HOURS BASIN AREA = .0448 SQ. MI. * * ADD HYD ID=97 HYD=BYPASS.SURGEPONDJ ID I=90 II=83 PRINT HYD ID=97 CODE=10 HYDROGRAPH FROM AREA BYPASS.SURGEPONDJ TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 2.6 24.000 .9 36.000 .0 48.000 .0 1.000 .0 13.000 2.3 25.000 .2 37.000 .0 49.000 .0 2.000 32.4 14.000 2.0 26.000 .2 38.000 .0 50.000 .0 3.000 7.7 15.000 1.8 27.000 .1 39.000 .0 51.000 .0 4.000 6.1 16.000 1.7 28.000 .1 40.000 .0 52.000 .0 5.000 5.6 17.000 1.5 29.000 .1 41.000 .0 53.000 .0 6.000 5.3 18.000 1.4 30.000 .1 42.000 .0 54.000 .0 7.000 4.9 19.000 1.2 31.000 .1 43.000 .0 55.000 .0 8.000 4.3 20.000 1.1 32.000 .1 44.000 .0 56.000 .0 9.000 3.7 21.000 1.1 33.000 .1 45.000 .0 57.000 .0 10.000 3.3 22.000 1.0 34.000 .0 46.000 .0 11.000 2.9 23.000 .9 35.000 .0 47.000 .0 RUNOFF VOLUME = 1.69835 INCHES = 8.1883 ACRE-FEET PEAK DISCHARGE RATE = 32.39 CFS AT 2.000 HOURS BASIN AREA = .0904 SQ. MI. * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.007 DIA=4.0 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .21 .25 .63 1.78 .42 .69 2.74 2.44 .63 1.25 6.36 2.91 .83 1.90 11.44 3.25 1.04 2.60 17.87 3.51 1.25 3.36 25.49 3.71 1.46 4.15 34.15 3.85 1.67 4.96 43.66 3.94 1.88 5.79 53.83 3.99 2.08 6.62 64.42 4.00 2.29 7.45 75.21 4.00 2.50 8.27 85.93 4.00 2.71 9.06 96.31 4.00 2.92 9.82 106.03 4.00 3.13 10.54 114.73 4.00 3.34 11.20 121.97 4.00 3.54 11.77 127.15 4.00 3.75 12.24 129.28 4.00 4.00 12.57 129.28 4.00 ROUTE MCUNGE ID=91 HYD=RTE.J5J6 INFLOW ID=97 DT=0.0 L=1100 NS=0 SLOPE=0.007 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 INFLOW END= 579 TABLE PTS= 19 DT= .100000 QMED= 16.19 CKMED= 9.0998 WIDTH MED= 3.44 NREACH= 1 DX= 1100.00 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .165 .0 3.06 1.19 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .21 .2 .6 .121 1.8 4.15 2.52 1.359 .011 .991 .156 -.147 .1 .999 .025 -.023 .42 .7 2.7 .078 2.4 5.73 3.94 1.876 .025 .983 .311 -.293 1.5 .985 .223 -.208 .63 1.3 6.4 .060 2.9 7.26 5.07 2.375 .039 .977 .414 -.391 4.4 .979 .366 -.346 .83 1.9 11.4 .051 3.2 8.54 6.03 2.795 .054 .972 .480 -.453 8.8 .974 .450 -.424 1.04 2.6 17.9 .045 3.5 9.64 6.86 3.154 .069 .968 .526 -.494 14.5 .970 .505 -.475 1.25 3.4 25.5 .040 3.7 10.57 7.59 3.458 .084 .963 .560 -.523 21.6 .965 .545 -.510 1.46 4.1 34.2 .037 3.9 11.35 8.24 3.714 .101 .958 .585 -.543 29.7 .960 .574 -.534 1.67 5.0 43.7 .035 3.9 11.99 8.80 3.924 .120 .952 .603 -.556 38.8 .955 .595 -.551 1.88 5.8 53.8 .033 4.0 12.49 9.30 4.089 .140 .946 .618 -.564 48.7 .950 .612 -.561 2.08 6.6 64.4 .031 4.0 12.84 9.73 4.203 .163 .939 .627 -.567 59.1 .943 .624 -.567 2.29 7.5 75.2 .030 4.0 12.93 10.09 4.230 .189 .930 .631 -.561 69.8 .935 .630 -.566 2.50 8.3 85.9 .029 4.0 12.68 10.39 4.151 .220 .918 .628 -.546 80.5 .925 .631 -.555 2.71 9.1 96.3 .029 4.0 12.08 10.63 3.955 .259 .901 .616 -.517 91.1 .911 .624 -.534 2.92 9.8 106.0 .028 4.0 11.08 10.79 3.625 .311 .874 .595 -.469 101.2 .889 .608 -.497 3.13 10.5 114.7 .028 4.0 9.58 10.89 3.136 .389 .828 .558 -.386 110.4 .856 .580 -.435 3.34 11.2 122.0 .028 4.0 7.46 10.90 2.442 .531 .733 .497 -.229 118.4 .793 .533 -.326 3.54 11.8 127.2 .028 4.0 4.37 10.80 1.430 .945 .440 .407 .152 124.6 .646 .457 -.104 3.75 12.2 129.3 .029 4.0 2.49 10.56 .815 1.685 .037 .429 .534 128.2 .059 .423 .518 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 3 OCCURRED 5 TIMES. AVERAGE NUMBER ITERATIONS = 1.1868 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .165 .0 3.06 1.19 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .21 .2 .6 .121 1.8 3.10 2.52 1.015 .015 .985 .015 .000 .1 .995 .005 .000 .42 .7 2.7 .078 2.4 3.19 3.94 1.046 .046 .956 .044 .000 1.5 .971 .029 .000 .63 1.3 6.4 .060 2.9 3.32 5.07 1.086 .086 .921 .079 .000 4.4 .939 .061 .000 .83 1.9 11.4 .051 3.2 3.46 6.03 1.132 .132 .883 .117 .000 8.8 .902 .098 .000 1.04 2.6 17.9 .045 3.5 3.61 6.86 1.183 .183 .845 .155 .000 14.5 .864 .136 .000 1.25 3.4 25.5 .040 3.7 3.78 7.59 1.236 .236 .809 .191 .000 21.6 .827 .173 .000 1.46 4.1 34.2 .037 3.9 3.95 8.24 1.292 .292 .774 .226 .000 29.7 .791 .209 .000 1.67 5.0 43.7 .035 3.9 4.12 8.80 1.349 .349 .741 .259 .000 38.8 .757 .243 .000 1.88 5.8 53.8 .033 4.0 4.30 9.30 1.407 .407 .711 .289 .000 48.7 .726 .274 .000 2.08 6.6 64.4 .031 4.0 4.48 9.73 1.467 .467 .682 .318 .000 59.1 .696 .304 .000 2.29 7.5 75.2 .030 4.0 4.66 10.09 1.524 .524 .656 .344 .000 69.8 .669 .331 .000 2.50 8.3 85.9 .029 4.0 4.82 10.39 1.578 .578 .634 .366 .000 80.5 .645 .355 .000 2.71 9.1 96.3 .029 4.0 4.98 10.63 1.628 .628 .614 .386 .000 91.1 .624 .376 .000 2.92 9.8 106.0 .028 4.0 5.11 10.79 1.673 .673 .598 .402 .000 101.2 .606 .394 .000 3.13 10.5 114.7 .028 4.0 5.23 10.89 1.712 .712 .584 .416 .000 110.4 .591 .409 .000 3.34 11.2 122.0 .028 4.0 5.33 10.90 1.743 .743 .574 .426 .000 118.4 .579 .421 .000 3.54 11.8 127.2 .028 4.0 4.37 10.80 1.430 .945 .440 .407 .152 124.6 .570 .430 .000 3.75 12.2 129.3 .029 4.0 2.49 10.56 .815 1.685 .037 .429 .534 128.2 .059 .423 .518 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 3 OCCURRED 3 TIMES. AVERAGE NUMBER ITERATIONS = 1.0543 Equations solved with two passes: first using the Ponce correction to C1, second using the Fread correction to C1, C2 and C3 * PRINT HYD ID=91 CODE=0 HYDROGRAPH FROM AREA RTE.J5J6 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 11.600 2.7 23.200 .9 34.800 .0 46.400 .0 .100 .0 11.700 2.7 23.300 .9 34.900 .0 46.500 .0 .200 .0 11.800 2.7 23.400 .9 35.000 .0 46.600 .0 .300 .0 11.900 2.6 23.500 .9 35.100 .0 46.700 .0 .400 .0 12.000 2.6 23.600 .9 35.200 .0 46.800 .0 .500 .0 12.100 2.6 23.700 .9 35.300 .0 46.900 .0 .600 .0 12.200 2.5 23.800 .9 35.400 .0 47.000 .0 .700 .0 12.300 2.5 23.900 .9 35.500 .0 47.100 .0 .800 .0 12.400 2.5 24.000 .9 35.600 .0 47.200 .0 .900 .0 12.500 2.4 24.100 .9 35.700 .0 47.300 .0 1.000 .0 12.600 2.4 24.200 .6 35.800 .0 47.400 .0 1.100 .0 12.700 2.4 24.300 .4 35.900 .0 47.500 .0 1.200 1.2 12.800 2.4 24.400 .3 36.000 .0 47.600 .0 1.300 12.7 12.900 2.3 24.500 .3 36.100 .0 47.700 .0 1.400 26.7 13.000 2.3 24.600 .2 36.200 .0 47.800 .0 1.500 27.9 13.100 2.3 24.700 .2 36.300 .0 47.900 .0 1.600 29.7 13.200 2.3 24.800 .2 36.400 .0 48.000 .0 1.700 31.0 13.300 2.2 24.900 .2 36.500 .0 48.100 .0 1.800 31.7 13.400 2.2 25.000 .2 36.600 .0 48.200 .0 1.900 32.1 13.500 2.2 25.100 .2 36.700 .0 48.300 .0 2.000 32.3 13.600 2.2 25.200 .2 36.800 .0 48.400 .0 2.100 32.3 13.700 2.1 25.300 .2 36.900 .0 48.500 .0 2.200 29.9 13.800 2.1 25.400 .2 37.000 .0 48.600 .0 2.300 20.3 13.900 2.1 25.500 .2 37.100 .0 48.700 .0 2.400 15.7 14.000 2.1 25.600 .2 37.200 .0 48.800 .0 2.500 13.2 14.100 2.0 25.700 .2 37.300 .0 48.900 .0 2.600 11.5 14.200 2.0 25.800 .2 37.400 .0 49.000 .0 2.700 10.2 14.300 2.0 25.900 .2 37.500 .0 49.100 .0 2.800 9.3 14.400 2.0 26.000 .2 37.600 .0 49.200 .0 2.900 8.6 14.500 2.0 26.100 .2 37.700 .0 49.300 .0 3.000 8.1 14.600 1.9 26.200 .2 37.800 .0 49.400 .0 3.100 7.6 14.700 1.9 26.300 .2 37.900 .0 49.500 .0 3.200 7.3 14.800 1.9 26.400 .2 38.000 .0 49.600 .0 3.300 7.1 14.900 1.9 26.500 .2 38.100 .0 49.700 .0 3.400 6.9 15.000 1.9 26.600 .2 38.200 .0 49.800 .0 3.500 6.7 15.100 1.8 26.700 .2 38.300 .0 49.900 .0 3.600 6.6 15.200 1.8 26.800 .2 38.400 .0 50.000 .0 3.700 6.4 15.300 1.8 26.900 .1 38.500 .0 50.100 .0 3.800 6.3 15.400 1.8 27.000 .1 38.600 .0 50.200 .0 3.900 6.2 15.500 1.8 27.100 .1 38.700 .0 50.300 .0 4.000 6.1 15.600 1.7 27.200 .1 38.800 .0 50.400 .0 4.100 6.1 15.700 1.7 27.300 .1 38.900 .0 50.500 .0 4.200 6.0 15.800 1.7 27.400 .1 39.000 .0 50.600 .0 4.300 5.9 15.900 1.7 27.500 .1 39.100 .0 50.700 .0 4.400 5.9 16.000 1.7 27.600 .1 39.200 .0 50.800 .0 4.500 5.8 16.100 1.7 27.700 .1 39.300 .0 50.900 .0 4.600 5.8 16.200 1.6 27.800 .1 39.400 .0 51.000 .0 4.700 5.7 16.300 1.6 27.900 .1 39.500 .0 51.100 .0 4.800 5.7 16.400 1.6 28.000 .1 39.600 .0 51.200 .0 4.900 5.6 16.500 1.6 28.100 .1 39.700 .0 51.300 .0 5.000 5.6 16.600 1.6 28.200 .1 39.800 .0 51.400 .0 5.100 5.6 16.700 1.6 28.300 .1 39.900 .0 51.500 .0 5.200 5.5 16.800 1.5 28.400 .1 40.000 .0 51.600 .0 5.300 5.5 16.900 1.5 28.500 .1 40.100 .0 51.700 .0 5.400 5.5 17.000 1.5 28.600 .1 40.200 .0 51.800 .0 5.500 5.4 17.100 1.5 28.700 .1 40.300 .0 51.900 .0 5.600 5.4 17.200 1.5 28.800 .1 40.400 .0 52.000 .0 5.700 5.4 17.300 1.5 28.900 .1 40.500 .0 52.100 .0 5.800 5.4 17.400 1.5 29.000 .1 40.600 .0 52.200 .0 5.900 5.4 17.500 1.4 29.100 .1 40.700 .0 52.300 .0 6.000 5.3 17.600 1.4 29.200 .1 40.800 .0 52.400 .0 6.100 5.3 17.700 1.4 29.300 .1 40.900 .0 52.500 .0 6.200 5.3 17.800 1.4 29.400 .1 41.000 .0 52.600 .0 6.300 5.3 17.900 1.4 29.500 .1 41.100 .0 52.700 .0 6.400 5.3 18.000 1.4 29.600 .1 41.200 .0 52.800 .0 6.500 5.2 18.100 1.4 29.700 .1 41.300 .0 52.900 .0 6.600 5.2 18.200 1.4 29.800 .1 41.400 .0 53.000 .0 6.700 5.1 18.300 1.3 29.900 .1 41.500 .0 53.100 .0 6.800 5.1 18.400 1.3 30.000 .1 41.600 .0 53.200 .0 6.900 5.0 18.500 1.3 30.100 .1 41.700 .0 53.300 .0 7.000 4.9 18.600 1.3 30.200 .1 41.800 .0 53.400 .0 7.100 4.9 18.700 1.3 30.300 .1 41.900 .0 53.500 .0 7.200 4.8 18.800 1.3 30.400 .1 42.000 .0 53.600 .0 7.300 4.7 18.900 1.3 30.500 .1 42.100 .0 53.700 .0 7.400 4.7 19.000 1.3 30.600 .1 42.200 .0 53.800 .0 7.500 4.6 19.100 1.2 30.700 .1 42.300 .0 53.900 .0 7.600 4.5 19.200 1.2 30.800 .1 42.400 .0 54.000 .0 7.700 4.5 19.300 1.2 30.900 .1 42.500 .0 54.100 .0 7.800 4.4 19.400 1.2 31.000 .1 42.600 .0 54.200 .0 7.900 4.4 19.500 1.2 31.100 .1 42.700 .0 54.300 .0 8.000 4.3 19.600 1.2 31.200 .1 42.800 .0 54.400 .0 8.100 4.3 19.700 1.2 31.300 .1 42.900 .0 54.500 .0 8.200 4.2 19.800 1.2 31.400 .1 43.000 .0 54.600 .0 8.300 4.1 19.900 1.2 31.500 .1 43.100 .0 54.700 .0 8.400 4.1 20.000 1.2 31.600 .1 43.200 .0 54.800 .0 8.500 4.0 20.100 1.1 31.700 .1 43.300 .0 54.900 .0 8.600 4.0 20.200 1.1 31.800 .1 43.400 .0 55.000 .0 8.700 3.9 20.300 1.1 31.900 .1 43.500 .0 55.100 .0 8.800 3.9 20.400 1.1 32.000 .1 43.600 .0 55.200 .0 8.900 3.8 20.500 1.1 32.100 .1 43.700 .0 55.300 .0 9.000 3.8 20.600 1.1 32.200 .1 43.800 .0 55.400 .0 9.100 3.7 20.700 1.1 32.300 .1 43.900 .0 55.500 .0 9.200 3.7 20.800 1.1 32.400 .1 44.000 .0 55.600 .0 9.300 3.6 20.900 1.1 32.500 .1 44.100 .0 55.700 .0 9.400 3.6 21.000 1.1 32.600 .1 44.200 .0 55.800 .0 9.500 3.5 21.100 1.1 32.700 .1 44.300 .0 55.900 .0 9.600 3.5 21.200 1.0 32.800 .1 44.400 .0 56.000 .0 9.700 3.5 21.300 1.0 32.900 .1 44.500 .0 56.100 .0 9.800 3.4 21.400 1.0 33.000 .1 44.600 .0 56.200 .0 9.900 3.4 21.500 1.0 33.100 .1 44.700 .0 56.300 .0 10.000 3.3 21.600 1.0 33.200 .1 44.800 .0 56.400 .0 10.100 3.3 21.700 1.0 33.300 .1 44.900 .0 56.500 .0 10.200 3.2 21.800 1.0 33.400 .1 45.000 .0 56.600 .0 10.300 3.2 21.900 1.0 33.500 .1 45.100 .0 56.700 .0 10.400 3.2 22.000 1.0 33.600 .1 45.200 .0 56.800 .0 10.500 3.1 22.100 1.0 33.700 .0 45.300 .0 56.900 .0 10.600 3.1 22.200 1.0 33.800 .0 45.400 .0 57.000 .0 10.700 3.0 22.300 1.0 33.900 .0 45.500 .0 57.100 .0 10.800 3.0 22.400 1.0 34.000 .0 45.600 .0 57.200 .0 10.900 3.0 22.500 .9 34.100 .0 45.700 .0 57.300 .0 11.000 2.9 22.600 .9 34.200 .0 45.800 .0 57.400 .0 11.100 2.9 22.700 .9 34.300 .0 45.900 .0 57.500 .0 11.200 2.9 22.800 .9 34.400 .0 46.000 .0 57.600 .0 11.300 2.8 22.900 .9 34.500 .0 46.100 .0 57.700 .0 11.400 2.8 23.000 .9 34.600 .0 46.200 .0 57.800 .0 11.500 2.8 23.100 .9 34.700 .0 46.300 .0 57.900 .0 RUNOFF VOLUME = 1.69667 INCHES = 8.1801 ACRE-FEET PEAK DISCHARGE RATE = 32.34 CFS AT 2.100 HOURS BASIN AREA = .0904 SQ. MI. * ****TAOS****** * COMPUTE NM HYD ID=30 HYD NO=BASIN.K5 DA=.02364 SQ MI %A=0.0 %B=19.0 %C=19.0 %D=62.0 TP=-.1333 HR RAIN=-1 K = .072649HR TP = .133300HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 57.866 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .014657 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118524HR TP = .133300HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 23.886 CFS UNIT VOLUME = 1.007 B = 354.44 P60 = 1.8400 AREA = .008983 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=30 CODE=10 HYDROGRAPH FROM AREA BASIN.K5 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .3 10.000 .3 15.000 .2 20.000 .2 1.000 .0 6.000 .3 11.000 .3 16.000 .2 21.000 .2 2.000 10.5 7.000 .4 12.000 .3 17.000 .2 22.000 .2 3.000 .6 8.000 .3 13.000 .3 18.000 .2 23.000 .2 4.000 .3 9.000 .3 14.000 .2 19.000 .2 24.000 .2 RUNOFF VOLUME = 1.80886 INCHES = 2.2806 ACRE-FEET PEAK DISCHARGE RATE = 47.63 CFS AT 1.500 HOURS BASIN AREA = .0236 SQ. MI. * * COMPUTE NM HYD ID=31 HYD NO=BASIN.K6 DA=.00220 SQ MI %A=0.0 %B=5.0 %C=5.0 %D=90.0 TP=-.1333 HR RAIN=-1 K = .072649HR TP = .133300HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 7.8171 CFS UNIT VOLUME = 1.029 B = 526.28 P60 = 1.8400 AREA = .001980 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118524HR TP = .133300HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = .58497 CFS UNIT VOLUME = .9881 B = 354.44 P60 = 1.8400 AREA = .000220 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=31 CODE=10 HYDROGRAPH FROM AREA BASIN.K6 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .0 10.000 .0 15.000 .0 20.000 .0 1.000 .0 6.000 .0 11.000 .0 16.000 .0 21.000 .0 2.000 1.3 7.000 .0 12.000 .0 17.000 .0 22.000 .0 3.000 .1 8.000 .0 13.000 .0 18.000 .0 23.000 .0 4.000 .0 9.000 .0 14.000 .0 19.000 .0 24.000 .0 RUNOFF VOLUME = 2.26512 INCHES = .2658 ACRE-FEET PEAK DISCHARGE RATE = 5.01 CFS AT 1.500 HOURS BASIN AREA = .0022 SQ. MI. * * ADD HYD ID=41 HYD=K5.K6 ID I=30 II=31 PRINT HYD ID=41 CODE=10 HYDROGRAPH FROM AREA K5.K6 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .3 10.000 .3 15.000 .3 20.000 .2 1.000 .0 6.000 .4 11.000 .3 16.000 .3 21.000 .2 2.000 11.8 7.000 .4 12.000 .3 17.000 .2 22.000 .2 3.000 .6 8.000 .4 13.000 .3 18.000 .2 23.000 .2 4.000 .3 9.000 .4 14.000 .3 19.000 .2 24.000 .2 RUNOFF VOLUME = 1.84768 INCHES = 2.5463 ACRE-FEET PEAK DISCHARGE RATE = 52.64 CFS AT 1.500 HOURS BASIN AREA = .0258 SQ. MI. * * *ADD HYD ID=83 HYD=1ADCFG.JK6 ID I=27 II=91 *PRINT HYD ID=83 CODE=10 * * ADD HYD ID=43 HYD=K5K6.PONDJ I=41 II=91 PRINT HYD ID=43 CODE=10 HYDROGRAPH FROM AREA K5K6.PONDJ TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 2.9 24.000 1.1 36.000 .0 48.000 .0 1.000 .0 13.000 2.6 25.000 .2 37.000 .0 49.000 .0 2.000 44.1 14.000 2.3 26.000 .2 38.000 .0 50.000 .0 3.000 8.7 15.000 2.1 27.000 .1 39.000 .0 51.000 .0 4.000 6.5 16.000 1.9 28.000 .1 40.000 .0 52.000 .0 5.000 5.9 17.000 1.8 29.000 .1 41.000 .0 53.000 .0 6.000 5.7 18.000 1.6 30.000 .1 42.000 .0 54.000 .0 7.000 5.3 19.000 1.5 31.000 .1 43.000 .0 55.000 .0 8.000 4.7 20.000 1.4 32.000 .1 44.000 .0 56.000 .0 9.000 4.1 21.000 1.3 33.000 .1 45.000 .0 57.000 .0 10.000 3.7 22.000 1.2 34.000 .0 46.000 .0 11.000 3.3 23.000 1.1 35.000 .0 47.000 .0 RUNOFF VOLUME = 1.73022 INCHES = 10.7264 ACRE-FEET PEAK DISCHARGE RATE = 80.50 CFS AT 1.500 HOURS BASIN AREA = .1162 SQ. MI. * * ADD HYD ID=44 HYD=K5K6PONDJ.K3K4 I=43 II=25 PRINT HYD ID=44 CODE=10 HYDROGRAPH FROM AREA K5K6PONDJ.K3K4 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 27.6 24.000 9.1 36.000 .1 48.000 .0 1.000 .0 13.000 27.2 25.000 2.2 37.000 .1 49.000 .0 2.000 73.2 14.000 26.8 26.000 1.0 38.000 .1 50.000 .0 3.000 33.8 15.000 26.4 27.000 .5 39.000 .0 51.000 .0 4.000 31.4 16.000 26.0 28.000 .4 40.000 .0 52.000 .0 5.000 30.8 17.000 25.6 29.000 .3 41.000 .0 53.000 .0 6.000 30.7 18.000 25.0 30.000 .2 42.000 .0 54.000 .0 7.000 30.3 19.000 24.4 31.000 .2 43.000 .0 55.000 .0 8.000 29.6 20.000 22.2 32.000 .1 44.000 .0 56.000 .0 9.000 29.0 21.000 19.1 33.000 .1 45.000 .0 57.000 .0 10.000 28.5 22.000 16.3 34.000 .1 46.000 .0 11.000 28.0 23.000 13.6 35.000 .1 47.000 .0 RUNOFF VOLUME = 1.37905 INCHES = 55.0409 ACRE-FEET PEAK DISCHARGE RATE = 131.59 CFS AT 1.500 HOURS BASIN AREA = .7484 SQ. MI. * * ADD HYD ID=96 HYD=PONDJK13.K1K4 ID I=34 II=44 PRINT HYD ID=96 CODE=10 HYDROGRAPH FROM AREA PONDJK13.K1K4 TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 34.8 24.000 10.8 36.000 .1 48.000 .0 1.000 .0 13.000 33.6 25.000 2.6 37.000 .1 49.000 .0 2.000 121.2 14.000 32.5 26.000 1.3 38.000 .1 50.000 .0 3.000 57.9 15.000 31.3 27.000 .8 39.000 .1 51.000 .0 4.000 51.7 16.000 30.2 28.000 .6 40.000 .1 52.000 .0 5.000 49.5 17.000 29.2 29.000 .4 41.000 .0 53.000 .0 6.000 47.9 18.000 28.2 30.000 .3 42.000 .0 54.000 .0 7.000 44.6 19.000 27.2 31.000 .3 43.000 .0 55.000 .0 8.000 40.6 20.000 24.8 32.000 .2 44.000 .0 56.000 .0 9.000 39.0 21.000 21.4 33.000 .2 45.000 .0 57.000 .0 10.000 37.7 22.000 18.4 34.000 .2 46.000 .0 11.000 36.1 23.000 15.5 35.000 .1 47.000 .0 RUNOFF VOLUME = 1.35962 INCHES = 76.2057 ACRE-FEET PEAK DISCHARGE RATE = 234.44 CFS AT 1.500 HOURS BASIN AREA = 1.0509 SQ. MI. * ************************************************************************ DIVIDE HYD ID=96 Q=44.91 ID I=97 HYD NO=BYPASS.K ID II=98 HYD NO=SURGE.K PRINT HYD ID=97 CODE=10 HYDROGRAPH FROM AREA BYPASS.K TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 34.8 24.000 10.8 36.000 .1 48.000 .0 1.000 .0 13.000 33.6 25.000 2.6 37.000 .1 49.000 .0 2.000 44.9 14.000 32.5 26.000 1.3 38.000 .1 50.000 .0 3.000 44.9 15.000 31.3 27.000 .8 39.000 .1 51.000 .0 4.000 44.9 16.000 30.2 28.000 .6 40.000 .1 52.000 .0 5.000 44.9 17.000 29.2 29.000 .4 41.000 .0 53.000 .0 6.000 44.9 18.000 28.2 30.000 .3 42.000 .0 54.000 .0 7.000 44.6 19.000 27.2 31.000 .3 43.000 .0 55.000 .0 8.000 40.6 20.000 24.8 32.000 .2 44.000 .0 56.000 .0 9.000 39.0 21.000 21.4 33.000 .2 45.000 .0 57.000 .0 10.000 37.7 22.000 18.4 34.000 .2 46.000 .0 11.000 36.1 23.000 15.5 35.000 .1 47.000 .0 RUNOFF VOLUME = 1.35962 INCHES = 64.5923 ACRE-FEET PEAK DISCHARGE RATE = 44.91 CFS AT 1.300 HOURS BASIN AREA = .8908 SQ. MI. PRINT HYD ID=98 CODE=10 HYDROGRAPH FROM AREA SURGE.K TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 2.000 76.3 4.000 6.8 6.000 3.0 1.000 .0 3.000 13.0 5.000 4.6 RUNOFF VOLUME = 1.35962 INCHES = 11.6134 ACRE-FEET PEAK DISCHARGE RATE = 189.53 CFS AT 1.500 HOURS BASIN AREA = .1602 SQ. MI. ************************************************************************ * * * ROUTE RESERVOIR ID=70 HYD=POND.K INFLOW ID=98 CODE=5 OUTFLOW STORAGE DEPTH 0.00 0 5404.85 6.79 2.60 5406 12.04 5.29 5407 16.84 9.24 5408 21.30 14.84 5409 25.48 21.67 5410 * * * * * * * * * * * * * * * * * TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) .00 .00 5404.85 .000 .00 .50 .00 5404.85 .000 .00 1.00 .00 5404.85 .000 .00 1.50 189.53 5405.87 2.310 6.03 2.00 76.30 5407.36 6.718 13.78 2.50 26.15 5407.70 8.054 15.40 3.00 12.95 5407.73 8.188 15.56 3.50 8.67 5407.68 7.981 15.31 4.00 6.79 5407.60 7.672 14.93 4.50 5.52 5407.51 7.316 14.50 5.00 4.63 5407.42 6.935 14.04 5.50 3.84 5407.32 6.539 13.56 6.00 3.00 5407.21 6.130 13.06 6.50 1.93 5407.11 5.706 12.55 7.00 .00 5406.98 5.236 11.93 7.50 .00 5406.80 4.762 11.01 8.00 .00 5406.64 4.325 10.16 8.50 .00 5406.49 3.922 9.37 9.00 .00 5406.35 3.550 8.64 9.50 .00 5406.23 3.207 7.97 10.00 .00 5406.11 2.890 7.36 10.50 .00 5406.00 2.598 6.78 11.00 .00 5405.88 2.332 6.09 11.50 .00 5405.78 2.094 5.47 12.00 .00 5405.68 1.879 4.91 12.50 .00 5405.60 1.687 4.41 13.00 .00 5405.52 1.515 3.96 13.50 .00 5405.45 1.360 3.55 14.00 .00 5405.39 1.221 3.19 14.50 .00 5405.33 1.096 2.86 15.00 .00 5405.29 .984 2.57 15.50 .00 5405.24 .883 2.31 16.00 .00 5405.20 .793 2.07 16.50 .00 5405.17 .712 1.86 17.00 .00 5405.13 .639 1.67 17.50 .00 5405.10 .573 1.50 18.00 .00 5405.08 .515 1.34 18.50 .00 5405.05 .462 1.21 19.00 .00 5405.03 .415 1.08 19.50 .00 5405.01 .372 .97 20.00 .00 5405.00 .334 .87 20.50 .00 5404.98 .300 .78 21.00 .00 5404.97 .269 .70 21.50 .00 5404.96 .242 .63 22.00 .00 5404.95 .217 .57 22.50 .00 5404.94 .195 .51 23.00 .00 5404.93 .175 .46 23.50 .00 5404.92 .157 .41 24.00 .00 5404.91 .141 .37 24.50 .00 5404.91 .127 .33 25.00 .00 5404.90 .114 .30 25.50 .00 5404.90 .102 .27 26.00 .00 5404.89 .092 .24 26.50 .00 5404.89 .082 .21 27.00 .00 5404.88 .074 .19 27.50 .00 5404.88 .066 .17 TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) 28.00 .00 5404.88 .059 .16 28.50 .00 5404.87 .053 .14 29.00 .00 5404.87 .048 .13 29.50 .00 5404.87 .043 .11 30.00 .00 5404.87 .039 .10 30.50 .00 5404.87 .035 .09 31.00 .00 5404.86 .031 .08 31.50 .00 5404.86 .028 .07 32.00 .00 5404.86 .025 .07 32.50 .00 5404.86 .023 .06 33.00 .00 5404.86 .020 .05 33.50 .00 5404.86 .018 .05 34.00 .00 5404.86 .016 .04 34.50 .00 5404.86 .015 .04 35.00 .00 5404.86 .013 .03 35.50 .00 5404.86 .012 .03 36.00 .00 5404.85 .011 .03 36.50 .00 5404.85 .009 .02 37.00 .00 5404.85 .009 .02 37.50 .00 5404.85 .008 .02 38.00 .00 5404.85 .007 .02 38.50 .00 5404.85 .006 .02 39.00 .00 5404.85 .006 .01 39.50 .00 5404.85 .005 .01 40.00 .00 5404.85 .004 .01 40.50 .00 5404.85 .004 .01 41.00 .00 5404.85 .004 .01 41.50 .00 5404.85 .003 .01 42.00 .00 5404.85 .003 .01 42.50 .00 5404.85 .003 .01 43.00 .00 5404.85 .002 .01 43.50 .00 5404.85 .002 .01 44.00 .00 5404.85 .002 .00 PEAK DISCHARGE = 15.579 CFS - PEAK OCCURS AT HOUR 2.90 MAXIMUM WATER SURFACE ELEVATION = 5407.737 MAXIMUM STORAGE = 8.2026 AC-FT INCREMENTAL TIME= .100000HRS * PRINT HYD ID=70 CODE=10 HYDROGRAPH FROM AREA POND.K TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 11.000 6.1 22.000 .6 33.000 .1 44.000 .0 1.000 .0 12.000 4.9 23.000 .5 34.000 .0 45.000 .0 2.000 13.8 13.000 4.0 24.000 .4 35.000 .0 46.000 .0 3.000 15.6 14.000 3.2 25.000 .3 36.000 .0 47.000 .0 4.000 14.9 15.000 2.6 26.000 .2 37.000 .0 48.000 .0 5.000 14.0 16.000 2.1 27.000 .2 38.000 .0 49.000 .0 6.000 13.1 17.000 1.7 28.000 .2 39.000 .0 50.000 .0 7.000 11.9 18.000 1.3 29.000 .1 40.000 .0 51.000 .0 8.000 10.2 19.000 1.1 30.000 .1 41.000 .0 9.000 8.6 20.000 .9 31.000 .1 42.000 .0 10.000 7.4 21.000 .7 32.000 .1 43.000 .0 RUNOFF VOLUME = 1.35961 INCHES = 11.6134 ACRE-FEET PEAK DISCHARGE RATE = 15.58 CFS AT 2.900 HOURS BASIN AREA = .1602 SQ. MI. * ADD HYD ID=99 HYD=BYPASS.ROUTE.K ID I=70 II=97 PRINT HYD ID=99 CODE=5 HYDROGRAPH FROM AREA BYPASS.ROUTE.K TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 39.7 24.000 11.2 36.000 .1 48.000 .0 .500 .0 12.500 38.5 24.500 4.6 36.500 .1 48.500 .0 1.000 .0 13.000 37.5 25.000 2.9 37.000 .1 49.000 .0 1.500 50.9 13.500 36.6 25.500 2.0 37.500 .1 49.500 .0 2.000 58.7 14.000 35.7 26.000 1.5 38.000 .1 50.000 .0 2.500 60.3 14.500 34.8 26.500 1.2 38.500 .1 50.500 .0 3.000 60.5 15.000 33.8 27.000 1.0 39.000 .1 51.000 .0 3.500 60.2 15.500 33.0 27.500 .8 39.500 .1 51.500 .0 4.000 59.8 16.000 32.3 28.000 .7 40.000 .1 52.000 .0 4.500 59.4 16.500 31.6 28.500 .6 40.500 .1 52.500 .0 5.000 58.9 17.000 30.9 29.000 .6 41.000 .1 53.000 .0 5.500 58.5 17.500 30.3 29.500 .5 41.500 .1 53.500 .0 6.000 58.0 18.000 29.6 30.000 .5 42.000 .0 54.000 .0 6.500 57.5 18.500 29.0 30.500 .4 42.500 .0 54.500 .0 7.000 56.6 19.000 28.3 31.000 .4 43.000 .0 55.000 .0 7.500 53.1 19.500 27.1 31.500 .3 43.500 .0 55.500 .0 8.000 50.8 20.000 25.7 32.000 .3 44.000 .0 56.000 .0 8.500 49.1 20.500 23.9 32.500 .3 44.500 .0 56.500 .0 9.000 47.7 21.000 22.1 33.000 .2 45.000 .0 57.000 .0 9.500 46.3 21.500 20.5 33.500 .2 45.500 .0 57.500 .0 10.000 45.0 22.000 19.0 34.000 .2 46.000 .0 10.500 43.6 22.500 17.6 34.500 .2 46.500 .0 11.000 42.2 23.000 16.0 35.000 .2 47.000 .0 11.500 40.8 23.500 13.7 35.500 .2 47.500 .0 RUNOFF VOLUME = 1.35961 INCHES = 76.2053 ACRE-FEET PEAK DISCHARGE RATE = 60.49 CFS AT 2.900 HOURS BASIN AREA = 1.0509 SQ. MI. * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.005 DIA=2.5 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .13 .10 .15 1.11 .26 .27 .66 1.53 .39 .49 1.54 1.82 .52 .74 2.76 2.03 .65 1.02 4.31 2.19 .78 1.31 6.15 2.32 .91 1.62 8.24 2.41 1.04 1.94 10.54 2.47 1.17 2.26 12.99 2.50 1.30 2.59 15.55 2.50 1.43 2.91 18.15 2.50 1.56 3.23 20.74 2.50 1.69 3.54 23.24 2.50 1.82 3.84 25.59 2.50 1.95 4.12 27.69 2.50 2.08 4.37 29.44 2.50 2.21 4.60 30.69 2.50 2.35 4.78 31.20 2.50 2.50 4.91 31.20 2.50 ROUTE MCUNGE ID=1 HYD=RTE.PONDK INFLOW ID=99 DT=0.0 L=2000 NS=0 SLOPE=0.005 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 INFLOW END= 580 TABLE PTS= 19 DT= .100000 QMED= 30.24 CKMED= 5.5384 WIDTH MED= 2.50 NREACH= 2 DX= 1000.00 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .484 .0 2.78 .74 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .13 .1 .2 .356 1.1 2.75 1.56 .990 .010 .990 .000 .010 .0 .998 .000 .002 .26 .3 .7 .228 1.5 3.54 2.43 1.275 .024 .979 .130 -.109 .4 .982 .037 -.018 .39 .5 1.5 .177 1.8 4.48 3.13 1.614 .038 .972 .246 -.217 1.1 .974 .192 -.166 .52 .7 2.8 .149 2.0 5.28 3.72 1.900 .052 .965 .322 -.287 2.1 .968 .287 -.255 .65 1.0 4.3 .131 2.2 5.95 4.24 2.143 .066 .959 .377 -.336 3.5 .962 .352 -.314 .78 1.3 6.2 .118 2.3 6.53 4.69 2.350 .081 .953 .417 -.370 5.2 .956 .399 -.355 .91 1.6 8.2 .109 2.4 7.01 5.09 2.524 .098 .946 .448 -.394 7.2 .949 .434 -.384 1.04 1.9 10.5 .102 2.5 7.41 5.44 2.667 .115 .939 .471 -.410 9.4 .943 .461 -.404 1.17 2.3 13.0 .097 2.5 7.72 5.75 2.779 .135 .931 .489 -.420 11.7 .935 .482 -.417 1.30 2.6 15.5 .092 2.5 7.94 6.01 2.857 .157 .922 .502 -.424 14.3 .927 .497 -.424 1.43 2.9 18.1 .089 2.5 7.99 6.24 2.875 .182 .910 .507 -.417 16.8 .917 .506 -.422 1.56 3.2 20.7 .087 2.5 7.84 6.42 2.821 .212 .895 .504 -.399 19.4 .904 .507 -.411 1.69 3.5 23.2 .085 2.5 7.47 6.57 2.688 .249 .873 .492 -.365 22.0 .886 .500 -.385 1.82 3.8 25.6 .083 2.5 6.84 6.67 2.463 .299 .841 .468 -.309 24.4 .860 .482 -.342 1.95 4.1 27.7 .083 2.5 5.92 6.73 2.131 .374 .787 .429 -.216 26.6 .819 .452 -.271 2.08 4.4 29.4 .083 2.5 4.61 6.73 1.660 .511 .678 .369 -.047 28.6 .746 .404 -.150 2.21 4.6 30.7 .083 2.5 2.70 6.67 .972 .909 .369 .306 .325 30.1 .583 .335 .082 2.35 4.8 31.2 .085 2.5 1.54 6.52 .554 1.622 -.021 .370 .651 30.9 .171 .338 .490 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 4 OCCURRED 3 TIMES. AVERAGE NUMBER ITERATIONS = 1.4357 Equations solved using the Ponce correction to C2 * PRINT HYD ID=1 CODE=0 HYDROGRAPH FROM AREA RTE.PONDK TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 11.700 41.3 23.400 14.6 35.100 .2 46.800 .0 .100 .0 11.800 41.0 23.500 14.0 35.200 .2 46.900 .0 .200 .0 11.900 40.8 23.600 13.6 35.300 .2 47.000 .0 .300 .0 12.000 40.5 23.700 13.0 35.400 .2 47.100 .0 .400 .0 12.100 40.3 23.800 12.5 35.500 .2 47.200 .0 .500 .0 12.200 40.0 23.900 12.0 35.600 .2 47.300 .0 .600 .0 12.300 39.8 24.000 11.5 35.700 .2 47.400 .0 .700 .0 12.400 39.6 24.100 10.9 35.800 .2 47.500 .0 .800 .0 12.500 39.4 24.200 9.5 35.900 .1 47.600 .0 .900 .0 12.600 39.1 24.300 7.5 36.000 .1 47.700 .0 1.000 .0 12.700 38.9 24.400 5.9 36.100 .1 47.800 .0 1.100 .0 12.800 38.7 24.500 5.1 36.200 .1 47.900 .0 1.200 8.9 12.900 38.5 24.600 4.6 36.300 .1 48.000 .0 1.300 28.6 13.000 38.3 24.700 4.1 36.400 .1 48.100 .0 1.400 30.9 13.100 38.1 24.800 3.7 36.500 .1 48.200 .0 1.500 34.5 13.200 37.9 24.900 3.4 36.600 .1 48.300 .0 1.600 38.4 13.300 37.7 25.000 3.1 36.700 .1 48.400 .0 1.700 42.3 13.400 37.5 25.100 2.9 36.800 .1 48.500 .0 1.800 45.7 13.500 37.3 25.200 2.7 36.900 .1 48.600 .0 1.900 48.7 13.600 37.1 25.300 2.5 37.000 .1 48.700 .0 2.000 51.2 13.700 36.9 25.400 2.3 37.100 .1 48.800 .0 2.100 53.2 13.800 36.8 25.500 2.2 37.200 .1 48.900 .0 2.200 54.9 13.900 36.6 25.600 2.1 37.300 .1 49.000 .0 2.300 56.2 14.000 36.4 25.700 1.9 37.400 .1 49.100 .0 2.400 57.3 14.100 36.2 25.800 1.8 37.500 .1 49.200 .0 2.500 58.1 14.200 36.0 25.900 1.7 37.600 .1 49.300 .0 2.600 58.7 14.300 35.8 26.000 1.6 37.700 .1 49.400 .0 2.700 59.2 14.400 35.6 26.100 1.5 37.800 .1 49.500 .0 2.800 59.6 14.500 35.4 26.200 1.5 37.900 .1 49.600 .0 2.900 59.8 14.600 35.2 26.300 1.4 38.000 .1 49.700 .0 3.000 60.0 14.700 35.1 26.400 1.3 38.100 .1 49.800 .0 3.100 60.1 14.800 34.9 26.500 1.3 38.200 .1 49.900 .0 3.200 60.2 14.900 34.7 26.600 1.2 38.300 .1 50.000 .0 3.300 60.3 15.000 34.5 26.700 1.2 38.400 .1 50.100 .0 3.400 60.3 15.100 34.3 26.800 1.1 38.500 .1 50.200 .0 3.500 60.3 15.200 34.2 26.900 1.1 38.600 .1 50.300 .0 3.600 60.3 15.300 34.0 27.000 1.0 38.700 .1 50.400 .0 3.700 60.2 15.400 33.8 27.100 1.0 38.800 .1 50.500 .0 3.800 60.2 15.500 33.6 27.200 1.0 38.900 .1 50.600 .0 3.900 60.1 15.600 33.5 27.300 .9 39.000 .1 50.700 .0 4.000 60.1 15.700 33.3 27.400 .9 39.100 .1 50.800 .0 4.100 60.0 15.800 33.2 27.500 .9 39.200 .1 50.900 .0 4.200 59.9 15.900 33.0 27.600 .8 39.300 .1 51.000 .0 4.300 59.9 16.000 32.8 27.700 .8 39.400 .1 51.100 .0 4.400 59.8 16.100 32.7 27.800 .8 39.500 .1 51.200 .0 4.500 59.7 16.200 32.5 27.900 .8 39.600 .1 51.300 .0 4.600 59.6 16.300 32.4 28.000 .8 39.700 .1 51.400 .0 4.700 59.5 16.400 32.2 28.100 .7 39.800 .1 51.500 .0 4.800 59.5 16.500 32.1 28.200 .7 39.900 .1 51.600 .0 4.900 59.4 16.600 31.9 28.300 .7 40.000 .1 51.700 .0 5.000 59.3 16.700 31.8 28.400 .7 40.100 .1 51.800 .0 5.100 59.2 16.800 31.7 28.500 .7 40.200 .1 51.900 .0 5.200 59.1 16.900 31.5 28.600 .6 40.300 .1 52.000 .0 5.300 59.0 17.000 31.4 28.700 .6 40.400 .1 52.100 .0 5.400 58.9 17.100 31.2 28.800 .6 40.500 .1 52.200 .0 5.500 58.8 17.200 31.1 28.900 .6 40.600 .1 52.300 .0 5.600 58.7 17.300 30.9 29.000 .6 40.700 .1 52.400 .0 5.700 58.6 17.400 30.7 29.100 .6 40.800 .1 52.500 .0 5.800 58.5 17.500 30.5 29.200 .6 40.900 .1 52.600 .0 5.900 58.4 17.600 30.4 29.300 .5 41.000 .1 52.700 .0 6.000 58.3 17.700 30.2 29.400 .5 41.100 .1 52.800 .0 6.100 58.2 17.800 30.1 29.500 .5 41.200 .1 52.900 .0 6.200 58.1 17.900 29.9 29.600 .5 41.300 .1 53.000 .0 6.300 58.0 18.000 29.8 29.700 .5 41.400 .1 53.100 .0 6.400 57.9 18.100 29.6 29.800 .5 41.500 .1 53.200 .0 6.500 57.8 18.200 29.5 29.900 .5 41.600 .1 53.300 .0 6.600 57.7 18.300 29.4 30.000 .5 41.700 .1 53.400 .0 6.700 57.6 18.400 29.2 30.100 .5 41.800 .0 53.500 .0 6.800 57.5 18.500 29.1 30.200 .4 41.900 .0 53.600 .0 6.900 57.4 18.600 29.0 30.300 .4 42.000 .0 53.700 .0 7.000 57.3 18.700 28.8 30.400 .4 42.100 .0 53.800 .0 7.100 57.0 18.800 28.7 30.500 .4 42.200 .0 53.900 .0 7.200 56.7 18.900 28.6 30.600 .4 42.300 .0 54.000 .0 7.300 56.3 19.000 28.4 30.700 .4 42.400 .0 54.100 .0 7.400 55.8 19.100 28.3 30.800 .4 42.500 .0 54.200 .0 7.500 55.2 19.200 28.2 30.900 .4 42.600 .0 54.300 .0 7.600 54.6 19.300 28.0 31.000 .4 42.700 .0 54.400 .0 7.700 54.1 19.400 27.7 31.100 .4 42.800 .0 54.500 .0 7.800 53.5 19.500 27.3 31.200 .4 42.900 .0 54.600 .0 7.900 53.0 19.600 27.0 31.300 .4 43.000 .0 54.700 .0 8.000 52.5 19.700 26.8 31.400 .4 43.100 .0 54.800 .0 8.100 52.0 19.800 26.5 31.500 .3 43.200 .0 54.900 .0 8.200 51.6 19.900 26.2 31.600 .3 43.300 .0 55.000 .0 8.300 51.2 20.000 25.9 31.700 .3 43.400 .0 55.100 .0 8.400 50.8 20.100 25.6 31.800 .3 43.500 .0 55.200 .0 8.500 50.4 20.200 25.3 31.900 .3 43.600 .0 55.300 .0 8.600 50.0 20.300 25.0 32.000 .3 43.700 .0 55.400 .0 8.700 49.7 20.400 24.6 32.100 .3 43.800 .0 55.500 .0 8.800 49.4 20.500 24.2 32.200 .3 43.900 .0 55.600 .0 8.900 49.1 20.600 23.8 32.300 .3 44.000 .0 55.700 .0 9.000 48.7 20.700 23.4 32.400 .3 44.100 .0 55.800 .0 9.100 48.4 20.800 23.0 32.500 .3 44.200 .0 55.900 .0 9.200 48.1 20.900 22.6 32.600 .3 44.300 .0 56.000 .0 9.300 47.9 21.000 22.3 32.700 .3 44.400 .0 56.100 .0 9.400 47.6 21.100 22.0 32.800 .3 44.500 .0 56.200 .0 9.500 47.3 21.200 21.7 32.900 .3 44.600 .0 56.300 .0 9.600 47.0 21.300 21.3 33.000 .3 44.700 .0 56.400 .0 9.700 46.7 21.400 21.0 33.100 .3 44.800 .0 56.500 .0 9.800 46.5 21.500 20.7 33.200 .2 44.900 .0 56.600 .0 9.900 46.2 21.600 20.4 33.300 .2 45.000 .0 56.700 .0 10.000 45.9 21.700 20.1 33.400 .2 45.100 .0 56.800 .0 10.100 45.7 21.800 19.8 33.500 .2 45.200 .0 56.900 .0 10.200 45.4 21.900 19.5 33.600 .2 45.300 .0 57.000 .0 10.300 45.2 22.000 19.2 33.700 .2 45.400 .0 57.100 .0 10.400 44.9 22.100 18.9 33.800 .2 45.500 .0 57.200 .0 10.500 44.6 22.200 18.6 33.900 .2 45.600 .0 57.300 .0 10.600 44.4 22.300 18.4 34.000 .2 45.700 .0 57.400 .0 10.700 44.1 22.400 18.1 34.100 .2 45.800 .0 57.500 .0 10.800 43.8 22.500 17.8 34.200 .2 45.900 .0 57.600 .0 10.900 43.5 22.600 17.5 34.300 .2 46.000 .0 57.700 .0 11.000 43.2 22.700 17.2 34.400 .2 46.100 .0 57.800 .0 11.100 42.9 22.800 16.9 34.500 .2 46.200 .0 57.900 .0 11.200 42.6 22.900 16.6 34.600 .2 46.300 .0 58.000 .0 11.300 42.4 23.000 16.3 34.700 .2 46.400 .0 58.100 .0 11.400 42.1 23.100 15.9 34.800 .2 46.500 .0 11.500 41.8 23.200 15.5 34.900 .2 46.600 .0 11.600 41.5 23.300 15.1 35.000 .2 46.700 .0 RUNOFF VOLUME = 1.35542 INCHES = 75.9700 ACRE-FEET PEAK DISCHARGE RATE = 60.30 CFS AT 3.400 HOURS BASIN AREA = 1.0509 SQ. MI. * * COMPUTE NM HYD ID=2 HYD NO=UNIVROWNORTH DA=.007266 SQ MI %A=0.0 %B=5.0 %C=5.0 %D=90.0 TP=-.1333 HR RAIN=-1 K = .072649HR TP = .133300HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 25.818 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .006539 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118524HR TP = .133300HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 1.9320 CFS UNIT VOLUME = 1.001 B = 354.44 P60 = 1.8400 AREA = .000727 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=2 CODE=5 HYDROGRAPH FROM AREA UNIVROWNORTH TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .1 10.000 .1 15.000 .1 20.000 .1 .500 .0 5.500 .1 10.500 .1 15.500 .1 20.500 .1 1.000 .0 6.000 .2 11.000 .1 16.000 .1 21.000 .1 1.500 16.5 6.500 .2 11.500 .1 16.500 .1 21.500 .1 2.000 4.3 7.000 .2 12.000 .1 17.000 .1 22.000 .1 2.500 .6 7.500 .2 12.500 .1 17.500 .1 22.500 .1 3.000 .2 8.000 .1 13.000 .1 18.000 .1 23.000 .1 3.500 .2 8.500 .1 13.500 .1 18.500 .1 23.500 .1 4.000 .1 9.000 .1 14.000 .1 19.000 .1 24.000 .1 4.500 .1 9.500 .1 14.500 .1 19.500 .1 24.500 .0 RUNOFF VOLUME = 2.26512 INCHES = .8778 ACRE-FEET PEAK DISCHARGE RATE = 16.51 CFS AT 1.500 HOURS BASIN AREA = .0073 SQ. MI. * ADD HYD ID=3 HYD=UNIVN.PONDK ID I=1 II=2 PRINT HYD ID=3 CODE=5 HYDROGRAPH FROM AREA UNIVN.PONDK TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 40.7 24.000 11.6 36.000 .1 48.000 .0 .500 .0 12.500 39.5 24.500 5.1 36.500 .1 48.500 .0 1.000 .0 13.000 38.4 25.000 3.1 37.000 .1 49.000 .0 1.500 51.0 13.500 37.4 25.500 2.2 37.500 .1 49.500 .0 2.000 55.5 14.000 36.5 26.000 1.6 38.000 .1 50.000 .0 2.500 58.6 14.500 35.5 26.500 1.3 38.500 .1 50.500 .0 3.000 60.2 15.000 34.6 27.000 1.0 39.000 .1 51.000 .0 3.500 60.5 15.500 33.7 27.500 .9 39.500 .1 51.500 .0 4.000 60.2 16.000 32.9 28.000 .8 40.000 .1 52.000 .0 4.500 59.8 16.500 32.2 28.500 .7 40.500 .1 52.500 .0 5.000 59.4 17.000 31.5 29.000 .6 41.000 .1 53.000 .0 5.500 59.0 17.500 30.6 29.500 .5 41.500 .1 53.500 .0 6.000 58.5 18.000 29.9 30.000 .5 42.000 .0 54.000 .0 6.500 58.0 18.500 29.2 30.500 .4 42.500 .0 54.500 .0 7.000 57.4 19.000 28.5 31.000 .4 43.000 .0 55.000 .0 7.500 55.4 19.500 27.4 31.500 .3 43.500 .0 55.500 .0 8.000 52.6 20.000 26.0 32.000 .3 44.000 .0 56.000 .0 8.500 50.5 20.500 24.3 32.500 .3 44.500 .0 56.500 .0 9.000 48.9 21.000 22.4 33.000 .3 45.000 .0 57.000 .0 9.500 47.4 21.500 20.8 33.500 .2 45.500 .0 57.500 .0 10.000 46.1 22.000 19.3 34.000 .2 46.000 .0 58.000 .0 10.500 44.8 22.500 17.9 34.500 .2 46.500 .0 11.000 43.3 23.000 16.3 35.000 .2 47.000 .0 11.500 41.9 23.500 14.1 35.500 .2 47.500 .0 RUNOFF VOLUME = 1.36166 INCHES = 76.8477 ACRE-FEET PEAK DISCHARGE RATE = 60.46 CFS AT 3.400 HOURS BASIN AREA = 1.0582 SQ. MI. * * COMPUTE RATING CURVE CID=1 VS NO=1 CODE=-1 SLP=0.005 DIA=2.5 N=0.013 RATING CURVE PIPE SECTION 1.0 WATER FLOW FLOW MAX SURFACE AREA RATE WIDTH ELEV SQ FT CFS FT .00 .00 .00 .00 .13 .10 .15 1.11 .26 .27 .66 1.53 .39 .49 1.54 1.82 .52 .74 2.76 2.03 .65 1.02 4.31 2.19 .78 1.31 6.15 2.32 .91 1.62 8.24 2.41 1.04 1.94 10.54 2.47 1.17 2.26 12.99 2.50 1.30 2.59 15.55 2.50 1.43 2.91 18.15 2.50 1.56 3.23 20.74 2.50 1.69 3.54 23.24 2.50 1.82 3.84 25.59 2.50 1.95 4.12 27.69 2.50 2.08 4.37 29.44 2.50 2.21 4.60 30.69 2.50 2.35 4.78 31.20 2.50 2.50 4.91 31.20 2.50 ROUTE MCUNGE ID=4 HYD=RTE.UNIVN INFLOW ID=3 DT=0.0 L=2000 NS=0 SLOPE=0.005 MATCODE=0 REGCODE=0 CCODE=0 MM CODE=0 INFLOW END= 582 TABLE PTS= 19 DT= .100000 QMED= 30.23 CKMED= 5.5384 WIDTH MED= 2.50 NREACH= 2 DX= 1000.00 DEPTH AREA Q TRAVEL WIDTH ck VEL C D C1 C2 C3 Q-M C1-M C2-M C3-M (FT) (SQ FT) (CFS) TIME(HR) (FT) (FPS) (FPS) (CFS) .00 .0 .0 .484 .0 2.78 .74 1.000 .000 1.000 .000 .000 .0 1.000 .000 .000 .13 .1 .2 .356 1.1 2.75 1.56 .990 .010 .990 .000 .010 .0 .998 .000 .002 .26 .3 .7 .228 1.5 3.54 2.43 1.275 .024 .979 .130 -.109 .4 .982 .037 -.018 .39 .5 1.5 .177 1.8 4.48 3.13 1.614 .038 .972 .246 -.217 1.1 .974 .192 -.166 .52 .7 2.8 .149 2.0 5.28 3.72 1.900 .052 .965 .322 -.287 2.1 .968 .287 -.255 .65 1.0 4.3 .131 2.2 5.95 4.24 2.143 .066 .959 .377 -.336 3.5 .962 .352 -.314 .78 1.3 6.2 .118 2.3 6.53 4.69 2.350 .081 .953 .417 -.370 5.2 .956 .399 -.355 .91 1.6 8.2 .109 2.4 7.01 5.09 2.524 .098 .946 .448 -.394 7.2 .949 .434 -.384 1.04 1.9 10.5 .102 2.5 7.41 5.44 2.667 .115 .939 .471 -.410 9.4 .943 .461 -.404 1.17 2.3 13.0 .097 2.5 7.72 5.75 2.779 .135 .931 .489 -.420 11.7 .935 .482 -.417 1.30 2.6 15.5 .092 2.5 7.94 6.01 2.857 .157 .922 .502 -.424 14.3 .927 .497 -.424 1.43 2.9 18.1 .089 2.5 7.99 6.24 2.875 .182 .910 .507 -.417 16.8 .917 .506 -.422 1.56 3.2 20.7 .087 2.5 7.84 6.42 2.821 .212 .895 .504 -.399 19.4 .904 .507 -.411 1.69 3.5 23.2 .085 2.5 7.47 6.57 2.688 .249 .873 .492 -.365 22.0 .886 .500 -.385 1.82 3.8 25.6 .083 2.5 6.84 6.67 2.463 .299 .841 .468 -.309 24.4 .860 .482 -.342 1.95 4.1 27.7 .083 2.5 5.92 6.73 2.131 .374 .787 .429 -.216 26.6 .819 .452 -.271 2.08 4.4 29.4 .083 2.5 4.61 6.73 1.660 .511 .678 .369 -.047 28.6 .746 .404 -.150 2.21 4.6 30.7 .083 2.5 2.70 6.67 .972 .909 .369 .306 .325 30.1 .583 .335 .082 2.35 4.8 31.2 .085 2.5 1.54 6.52 .554 1.622 -.021 .370 .651 30.9 .171 .338 .490 MAXIMUM NO. ITERATIONS FOR SOLUTION (KKMAX) = 5 OCCURRED 1 TIMES. AVERAGE NUMBER ITERATIONS = 1.4373 Equations solved using the Ponce correction to C2 * PRINT HYD ID=4 CODE=0 HYDROGRAPH FROM AREA RTE.UNIVN TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 11.700 42.4 23.400 15.1 35.100 .2 46.800 .0 .100 .0 11.800 42.1 23.500 14.5 35.200 .2 46.900 .0 .200 .0 11.900 41.9 23.600 14.0 35.300 .2 47.000 .0 .300 .0 12.000 41.6 23.700 13.5 35.400 .2 47.100 .0 .400 .0 12.100 41.3 23.800 12.9 35.500 .2 47.200 .0 .500 .0 12.200 41.1 23.900 12.4 35.600 .2 47.300 .0 .600 .0 12.300 40.8 24.000 11.9 35.700 .2 47.400 .0 .700 .0 12.400 40.6 24.100 11.5 35.800 .2 47.500 .0 .800 .0 12.500 40.3 24.200 10.6 35.900 .2 47.600 .0 .900 .0 12.600 40.1 24.300 9.2 36.000 .2 47.700 .0 1.000 .0 12.700 39.9 24.400 7.2 36.100 .1 47.800 .0 1.100 .0 12.800 39.6 24.500 5.8 36.200 .1 47.900 .0 1.200 .8 12.900 39.4 24.600 5.0 36.300 .1 48.000 .0 1.300 15.6 13.000 39.2 24.700 4.5 36.400 .1 48.100 .0 1.400 31.8 13.100 39.0 24.800 4.1 36.500 .1 48.200 .0 1.500 34.6 13.200 38.8 24.900 3.7 36.600 .1 48.300 .0 1.600 37.6 13.300 38.5 25.000 3.4 36.700 .1 48.400 .0 1.700 40.4 13.400 38.3 25.100 3.2 36.800 .1 48.500 .0 1.800 43.0 13.500 38.1 25.200 2.9 36.900 .1 48.600 .0 1.900 45.5 13.600 37.9 25.300 2.7 37.000 .1 48.700 .0 2.000 47.8 13.700 37.7 25.400 2.5 37.100 .1 48.800 .0 2.100 49.7 13.800 37.6 25.500 2.3 37.200 .1 48.900 .0 2.200 51.3 13.900 37.4 25.600 2.2 37.300 .1 49.000 .0 2.300 52.8 14.000 37.2 25.700 2.1 37.400 .1 49.100 .0 2.400 54.0 14.100 37.0 25.800 1.9 37.500 .1 49.200 .0 2.500 55.1 14.200 36.8 25.900 1.8 37.600 .1 49.300 .0 2.600 56.1 14.300 36.6 26.000 1.7 37.700 .1 49.400 .0 2.700 56.9 14.400 36.4 26.100 1.6 37.800 .1 49.500 .0 2.800 57.6 14.500 36.2 26.200 1.6 37.900 .1 49.600 .0 2.900 58.2 14.600 36.0 26.300 1.5 38.000 .1 49.700 .0 3.000 58.7 14.700 35.8 26.400 1.4 38.100 .1 49.800 .0 3.100 59.2 14.800 35.7 26.500 1.3 38.200 .1 49.900 .0 3.200 59.5 14.900 35.5 26.600 1.3 38.300 .1 50.000 .0 3.300 59.7 15.000 35.3 26.700 1.2 38.400 .1 50.100 .0 3.400 59.9 15.100 35.1 26.800 1.2 38.500 .1 50.200 .0 3.500 60.1 15.200 34.9 26.900 1.1 38.600 .1 50.300 .0 3.600 60.2 15.300 34.7 27.000 1.1 38.700 .1 50.400 .0 3.700 60.3 15.400 34.6 27.100 1.0 38.800 .1 50.500 .0 3.800 60.3 15.500 34.4 27.200 1.0 38.900 .1 50.600 .0 3.900 60.3 15.600 34.2 27.300 1.0 39.000 .1 50.700 .0 4.000 60.3 15.700 34.0 27.400 .9 39.100 .1 50.800 .0 4.100 60.3 15.800 33.9 27.500 .9 39.200 .1 50.900 .0 4.200 60.2 15.900 33.7 27.600 .9 39.300 .1 51.000 .0 4.300 60.2 16.000 33.5 27.700 .9 39.400 .1 51.100 .0 4.400 60.1 16.100 33.4 27.800 .8 39.500 .1 51.200 .0 4.500 60.1 16.200 33.2 27.900 .8 39.600 .1 51.300 .0 4.600 60.0 16.300 33.0 28.000 .8 39.700 .1 51.400 .0 4.700 59.9 16.400 32.9 28.100 .8 39.800 .1 51.500 .0 4.800 59.9 16.500 32.7 28.200 .7 39.900 .1 51.600 .0 4.900 59.8 16.600 32.6 28.300 .7 40.000 .1 51.700 .0 5.000 59.7 16.700 32.4 28.400 .7 40.100 .1 51.800 .0 5.100 59.6 16.800 32.3 28.500 .7 40.200 .1 51.900 .0 5.200 59.5 16.900 32.1 28.600 .7 40.300 .1 52.000 .0 5.300 59.5 17.000 32.0 28.700 .7 40.400 .1 52.100 .0 5.400 59.4 17.100 31.9 28.800 .6 40.500 .1 52.200 .0 5.500 59.3 17.200 31.7 28.900 .6 40.600 .1 52.300 .0 5.600 59.2 17.300 31.6 29.000 .6 40.700 .1 52.400 .0 5.700 59.1 17.400 31.4 29.100 .6 40.800 .1 52.500 .0 5.800 59.0 17.500 31.2 29.200 .6 40.900 .1 52.600 .0 5.900 58.9 17.600 30.9 29.300 .6 41.000 .1 52.700 .0 6.000 58.8 17.700 30.7 29.400 .6 41.100 .1 52.800 .0 6.100 58.7 17.800 30.4 29.500 .5 41.200 .1 52.900 .0 6.200 58.6 17.900 30.3 29.600 .5 41.300 .1 53.000 .0 6.300 58.5 18.000 30.1 29.700 .5 41.400 .1 53.100 .0 6.400 58.4 18.100 29.9 29.800 .5 41.500 .1 53.200 .0 6.500 58.3 18.200 29.8 29.900 .5 41.600 .1 53.300 .0 6.600 58.2 18.300 29.6 30.000 .5 41.700 .1 53.400 .0 6.700 58.1 18.400 29.5 30.100 .5 41.800 .1 53.500 .0 6.800 58.0 18.500 29.3 30.200 .5 41.900 .1 53.600 .0 6.900 57.9 18.600 29.2 30.300 .5 42.000 .0 53.700 .0 7.000 57.8 18.700 29.1 30.400 .4 42.100 .0 53.800 .0 7.100 57.7 18.800 28.9 30.500 .4 42.200 .0 53.900 .0 7.200 57.5 18.900 28.8 30.600 .4 42.300 .0 54.000 .0 7.300 57.3 19.000 28.7 30.700 .4 42.400 .0 54.100 .0 7.400 57.1 19.100 28.5 30.800 .4 42.500 .0 54.200 .0 7.500 56.7 19.200 28.4 30.900 .4 42.600 .0 54.300 .0 7.600 56.4 19.300 28.3 31.000 .4 42.700 .0 54.400 .0 7.700 55.9 19.400 28.1 31.100 .4 42.800 .0 54.500 .0 7.800 55.5 19.500 27.7 31.200 .4 42.900 .0 54.600 .0 7.900 55.0 19.600 27.4 31.300 .4 43.000 .0 54.700 .0 8.000 54.5 19.700 27.1 31.400 .4 43.100 .0 54.800 .0 8.100 54.0 19.800 26.8 31.500 .4 43.200 .0 54.900 .0 8.200 53.5 19.900 26.5 31.600 .4 43.300 .0 55.000 .0 8.300 53.0 20.000 26.2 31.700 .3 43.400 .0 55.100 .0 8.400 52.5 20.100 25.9 31.800 .3 43.500 .0 55.200 .0 8.500 52.1 20.200 25.6 31.900 .3 43.600 .0 55.300 .0 8.600 51.7 20.300 25.3 32.000 .3 43.700 .0 55.400 .0 8.700 51.3 20.400 25.0 32.100 .3 43.800 .0 55.500 .0 8.800 50.9 20.500 24.6 32.200 .3 43.900 .0 55.600 .0 8.900 50.5 20.600 24.2 32.300 .3 44.000 .0 55.700 .0 9.000 50.1 20.700 23.7 32.400 .3 44.100 .0 55.800 .0 9.100 49.8 20.800 23.3 32.500 .3 44.200 .0 55.900 .0 9.200 49.5 20.900 23.0 32.600 .3 44.300 .0 56.000 .0 9.300 49.1 21.000 22.6 32.700 .3 44.400 .0 56.100 .0 9.400 48.8 21.100 22.3 32.800 .3 44.500 .0 56.200 .0 9.500 48.5 21.200 22.0 32.900 .3 44.600 .0 56.300 .0 9.600 48.2 21.300 21.7 33.000 .3 44.700 .0 56.400 .0 9.700 47.9 21.400 21.3 33.100 .3 44.800 .0 56.500 .0 9.800 47.6 21.500 21.0 33.200 .3 44.900 .0 56.600 .0 9.900 47.3 21.600 20.7 33.300 .3 45.000 .0 56.700 .0 10.000 47.1 21.700 20.4 33.400 .2 45.100 .0 56.800 .0 10.100 46.8 21.800 20.1 33.500 .2 45.200 .0 56.900 .0 10.200 46.5 21.900 19.8 33.600 .2 45.300 .0 57.000 .0 10.300 46.3 22.000 19.5 33.700 .2 45.400 .0 57.100 .0 10.400 46.0 22.100 19.2 33.800 .2 45.500 .0 57.200 .0 10.500 45.7 22.200 18.9 33.900 .2 45.600 .0 57.300 .0 10.600 45.4 22.300 18.6 34.000 .2 45.700 .0 57.400 .0 10.700 45.2 22.400 18.4 34.100 .2 45.800 .0 57.500 .0 10.800 44.9 22.500 18.1 34.200 .2 45.900 .0 57.600 .0 10.900 44.6 22.600 17.8 34.300 .2 46.000 .0 57.700 .0 11.000 44.3 22.700 17.5 34.400 .2 46.100 .0 57.800 .0 11.100 44.1 22.800 17.2 34.500 .2 46.200 .0 57.900 .0 11.200 43.8 22.900 16.9 34.600 .2 46.300 .0 58.000 .0 11.300 43.5 23.000 16.6 34.700 .2 46.400 .0 58.100 .0 11.400 43.2 23.100 16.2 34.800 .2 46.500 .0 58.200 .0 11.500 42.9 23.200 15.8 34.900 .2 46.600 .0 58.300 .0 11.600 42.7 23.300 15.5 35.000 .2 46.700 .0 RUNOFF VOLUME = 1.35983 INCHES = 76.7446 ACRE-FEET PEAK DISCHARGE RATE = 60.30 CFS AT 3.900 HOURS BASIN AREA = 1.0582 SQ. MI. * * COMPUTE NM HYD ID=5 HYD NO=UNIVROWSOUTH DA=.007266 SQ MI %A=0.0 %B=5.0 %C=5.0 %D=90.0 TP=-.1333 HR RAIN=-1 K = .072649HR TP = .133300HR K/TP RATIO = .545000 SHAPE CONSTANT, N = 7.106420 UNIT PEAK = 25.818 CFS UNIT VOLUME = 1.030 B = 526.28 P60 = 1.8400 AREA = .006539 SQ MI IA = .10000 INCHES INF = .04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 K = .118524HR TP = .133300HR K/TP RATIO = .889153 SHAPE CONSTANT, N = 3.989065 UNIT PEAK = 1.9320 CFS UNIT VOLUME = 1.001 B = 354.44 P60 = 1.8400 AREA = .000727 SQ MI IA = .42500 INCHES INF = 1.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = .100000 PRINT HYD ID=5 CODE=5 HYDROGRAPH FROM AREA UNIVROWSOUTH TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 5.000 .1 10.000 .1 15.000 .1 20.000 .1 .500 .0 5.500 .1 10.500 .1 15.500 .1 20.500 .1 1.000 .0 6.000 .2 11.000 .1 16.000 .1 21.000 .1 1.500 16.5 6.500 .2 11.500 .1 16.500 .1 21.500 .1 2.000 4.3 7.000 .2 12.000 .1 17.000 .1 22.000 .1 2.500 .6 7.500 .2 12.500 .1 17.500 .1 22.500 .1 3.000 .2 8.000 .1 13.000 .1 18.000 .1 23.000 .1 3.500 .2 8.500 .1 13.500 .1 18.500 .1 23.500 .1 4.000 .1 9.000 .1 14.000 .1 19.000 .1 24.000 .1 4.500 .1 9.500 .1 14.500 .1 19.500 .1 24.500 .0 RUNOFF VOLUME = 2.26512 INCHES = .8778 ACRE-FEET PEAK DISCHARGE RATE = 16.51 CFS AT 1.500 HOURS BASIN AREA = .0073 SQ. MI. * ADD HYD ID=6 HYD=UNIVNS.PONDK ID I=4 II=5 PRINT HYD ID=6 CODE=5 HYDROGRAPH FROM AREA UNIVNS.PONDK TIME FLOW TIME FLOW TIME FLOW TIME FLOW TIME FLOW HRS CFS HRS CFS HRS CFS HRS CFS HRS CFS .000 .0 12.000 41.7 24.000 12.0 36.000 .2 48.000 .0 .500 .0 12.500 40.4 24.500 5.8 36.500 .1 48.500 .0 1.000 .0 13.000 39.3 25.000 3.4 37.000 .1 49.000 .0 1.500 51.1 13.500 38.2 25.500 2.3 37.500 .1 49.500 .0 2.000 52.0 14.000 37.3 26.000 1.7 38.000 .1 50.000 .0 2.500 55.7 14.500 36.3 26.500 1.3 38.500 .1 50.500 .0 3.000 59.0 15.000 35.4 27.000 1.1 39.000 .1 51.000 .0 3.500 60.2 15.500 34.5 27.500 .9 39.500 .1 51.500 .0 4.000 60.4 16.000 33.6 28.000 .8 40.000 .1 52.000 .0 4.500 60.2 16.500 32.8 28.500 .7 40.500 .1 52.500 .0 5.000 59.8 17.000 32.1 29.000 .6 41.000 .1 53.000 .0 5.500 59.4 17.500 31.3 29.500 .5 41.500 .1 53.500 .0 6.000 59.0 18.000 30.2 30.000 .5 42.000 .0 54.000 .0 6.500 58.5 18.500 29.4 30.500 .4 42.500 .0 54.500 .0 7.000 58.0 19.000 28.8 31.000 .4 43.000 .0 55.000 .0 7.500 56.9 19.500 27.8 31.500 .4 43.500 .0 55.500 .0 8.000 54.6 20.000 26.3 32.000 .3 44.000 .0 56.000 .0 8.500 52.2 20.500 24.7 32.500 .3 44.500 .0 56.500 .0 9.000 50.3 21.000 22.7 33.000 .3 45.000 .0 57.000 .0 9.500 48.6 21.500 21.1 33.500 .2 45.500 .0 57.500 .0 10.000 47.2 22.000 19.5 34.000 .2 46.000 .0 58.000 .0 10.500 45.8 22.500 18.2 34.500 .2 46.500 .0 11.000 44.5 23.000 16.7 35.000 .2 47.000 .0 11.500 43.1 23.500 14.6 35.500 .2 47.500 .0 RUNOFF VOLUME = 1.36600 INCHES = 77.6222 ACRE-FEET PEAK DISCHARGE RATE = 60.44 CFS AT 3.900 HOURS BASIN AREA = 1.0655 SQ. MI. * PUNCH HYD ID=6 * *S********************************************************************** * *S******END OF TRAILS DRAINAGE ANALYSIS * FINISH NORMAL PROGRAM FINISH END TIME (HR:MIN:SEC) = 08:55:54