AHYMO PROGRAM (AHYMO-S4) - Version: S4.01a - Rel: 01a RUN DATE (MON/DAY/YR) = 04/29/2019 START TIME (HR:MIN:SEC) = 13:47:58 USER NO.= AHYMO_Temp_User:20122010 INPUT FILE = C:\Users\Joel\Desktop\AHYMO IN\Los Pastores- Pre ADDENDUM3a.txt ***************************************************************** * Los Pastores SC @ Wyoming& Mont, ABQ,NM * ***************************************************************** * 100-YEAR, 24-HR STORM (UNDER EXIST CONDITIONS) W/ routing * ***************************************************************** * START TIME=0.0 * * RAINFALL TYPE=2 RAIN QUARTER=0.0 IN RAIN ONE=1.84 IN RAIN SIX=2.43 IN RAIN DAY=2.84 IN DT=0.05 HR 24-HOUR RAINFALL DIST. - BASED ON NOAA ATLAS 14 FOR CONVECTIVE AREAS (NM & AZ) - D1 DT = 0.050000 HOURS END TIME = 24.000002 HOURS 0.0000 0.0039 0.0080 0.0123 0.0170 0.0218 0.0273 0.0350 0.0473 0.0606 0.0742 0.0891 0.1041 0.1196 0.1355 0.1517 0.1696 0.1883 0.2083 0.2328 0.2594 0.2950 0.3354 0.3853 0.4519 0.5268 0.6561 0.8571 1.2016 1.4438 1.6347 1.7307 1.8148 1.8752 1.9233 1.9652 1.9959 2.0241 2.0473 2.0677 2.0866 2.1036 2.1196 2.1339 2.1474 2.1606 2.1733 2.1838 2.1896 2.1954 2.2010 2.2063 2.2116 2.2167 2.2217 2.2267 2.2314 2.2360 2.2406 2.2451 2.2495 2.2537 2.2579 2.2620 2.2661 2.2701 2.2739 2.2777 2.2815 2.2852 2.2888 2.2924 2.2960 2.2995 2.3030 2.3064 2.3098 2.3132 2.3165 2.3198 2.3230 2.3262 2.3294 2.3325 2.3356 2.3387 2.3417 2.3448 2.3477 2.3507 2.3536 2.3565 2.3593 2.3622 2.3650 2.3678 2.3705 2.3733 2.3760 2.3786 2.3813 2.3839 2.3865 2.3891 2.3917 2.3942 2.3967 2.3993 2.4017 2.4042 2.4066 2.4090 2.4115 2.4138 2.4162 2.4185 2.4209 2.4232 2.4255 2.4277 2.4300 2.4323 2.4345 2.4367 2.4390 2.4412 2.4434 2.4457 2.4479 2.4501 2.4523 2.4545 2.4567 2.4589 2.4610 2.4632 2.4654 2.4675 2.4697 2.4718 2.4740 2.4761 2.4782 2.4804 2.4825 2.4846 2.4867 2.4888 2.4909 2.4930 2.4951 2.4971 2.4992 2.5013 2.5033 2.5054 2.5074 2.5094 2.5115 2.5135 2.5155 2.5175 2.5195 2.5215 2.5235 2.5255 2.5275 2.5295 2.5314 2.5334 2.5354 2.5373 2.5393 2.5412 2.5431 2.5451 2.5470 2.5489 2.5508 2.5527 2.5546 2.5565 2.5584 2.5602 2.5621 2.5640 2.5658 2.5677 2.5695 2.5714 2.5732 2.5750 2.5769 2.5787 2.5805 2.5823 2.5841 2.5859 2.5877 2.5894 2.5912 2.5930 2.5947 2.5965 2.5982 2.6000 2.6017 2.6034 2.6052 2.6069 2.6086 2.6103 2.6120 2.6137 2.6153 2.6170 2.6187 2.6204 2.6220 2.6237 2.6253 2.6270 2.6286 2.6302 2.6318 2.6335 2.6351 2.6367 2.6383 2.6399 2.6414 2.6430 2.6446 2.6462 2.6477 2.6493 2.6508 2.6524 2.6539 2.6554 2.6569 2.6585 2.6600 2.6615 2.6630 2.6645 2.6659 2.6674 2.6689 2.6704 2.6718 2.6733 2.6747 2.6762 2.6776 2.6790 2.6804 2.6819 2.6833 2.6847 2.6861 2.6875 2.6888 2.6902 2.6916 2.6930 2.6943 2.6957 2.6970 2.6984 2.6997 2.7010 2.7023 2.7037 2.7050 2.7063 2.7076 2.7088 2.7101 2.7114 2.7127 2.7139 2.7152 2.7165 2.7177 2.7189 2.7202 2.7214 2.7226 2.7238 2.7250 2.7262 2.7274 2.7286 2.7298 2.7310 2.7322 2.7333 2.7345 2.7356 2.7368 2.7379 2.7391 2.7402 2.7413 2.7424 2.7435 2.7446 2.7457 2.7468 2.7479 2.7490 2.7500 2.7511 2.7522 2.7532 2.7542 2.7553 2.7563 2.7573 2.7584 2.7594 2.7604 2.7614 2.7624 2.7634 2.7643 2.7653 2.7663 2.7673 2.7682 2.7692 2.7701 2.7710 2.7720 2.7729 2.7738 2.7747 2.7756 2.7765 2.7774 2.7783 2.7792 2.7801 2.7809 2.7818 2.7827 2.7835 2.7843 2.7852 2.7860 2.7868 2.7877 2.7885 2.7893 2.7901 2.7909 2.7916 2.7924 2.7932 2.7940 2.7947 2.7955 2.7962 2.7970 2.7977 2.7984 2.7992 2.7999 2.8006 2.8013 2.8020 2.8027 2.8034 2.8040 2.8047 2.8054 2.8060 2.8067 2.8073 2.8080 2.8086 2.8092 2.8099 2.8105 2.8111 2.8117 2.8123 2.8129 2.8135 2.8140 2.8146 2.8152 2.8157 2.8163 2.8168 2.8174 2.8179 2.8184 2.8189 2.8195 2.8200 2.8205 2.8210 2.8214 2.8219 2.8224 2.8229 2.8233 2.8238 2.8242 2.8247 2.8251 2.8256 2.8260 2.8264 2.8268 2.8272 2.8276 2.8280 2.8284 2.8288 2.8291 2.8295 2.8299 2.8302 2.8306 2.8309 2.8313 2.8316 2.8319 2.8322 2.8325 2.8328 2.8331 2.8334 2.8337 2.8340 2.8343 2.8345 2.8348 2.8351 2.8353 2.8355 2.8358 2.8360 2.8362 2.8364 2.8367 2.8369 2.8371 2.8372 2.8374 2.8376 2.8378 2.8379 2.8381 2.8383 2.8384 2.8385 2.8387 2.8388 2.8389 2.8390 2.8391 2.8392 2.8393 2.8394 2.8395 2.8396 2.8397 2.8397 2.8398 2.8398 2.8399 2.8399 2.8399 2.8400 2.8400 2.8400 2.8400 *DEVELOPED CONDITIONS * *BASIN EX-1 * COMPUTE NM HYD ID=1 HYD NO=100.1 AREA=0.00856 SQ MI PER A=0.00 PER B=0.0 PER C=94.0 PER D=6.00 TP=-0.1333 HR MASS RAINFALL=-1 K = 0.072649HR TP = 0.133300HR K/TP RATIO = 0.545000 SHAPE CONSTANT, N = 7.106428 UNIT PEAK = 2.0277 CFS UNIT VOLUME = 0.9941 B = 526.28 P60 = 1.8400 AREA = 0.000514 SQ MI IA = 0.10000 INCHES INF = 0.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000 K = 0.105528HR TP = 0.133300HR K/TP RATIO = 0.791661 SHAPE CONSTANT, N = 4.530856 UNIT PEAK = 23.489 CFS UNIT VOLUME = 1.001 B = 389.14 P60 = 1.8400 AREA = 0.008046 SQ MI IA = 0.35000 INCHES INF = 0.83000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000 PRINT HYD ID=1 CODE=1 PARTIAL HYDROGRAPH 100.10 RUNOFF VOLUME = 1.17774 INCHES = 0.5377 ACRE-FEET PEAK DISCHARGE RATE = 17.44 CFS AT 1.500 HOURS BASIN AREA = 0.0086 SQ. MI. * * *BASIN EX-2 * COMPUTE NM HYD ID=2 HYD NO=100.2 AREA=0.00056 SQ MI PER A=0.00 PER B=0.00 PER C=100.0 PER D=0.00 TP=-0.1333 HR MASS RAINFALL=-1 K = 0.105528HR TP = 0.133300HR K/TP RATIO = 0.791661 SHAPE CONSTANT, N = 4.530856 UNIT PEAK = 1.6348 CFS UNIT VOLUME = 0.9942 B = 389.14 P60 = 1.8400 AREA = 0.000560 SQ MI IA = 0.35000 INCHES INF = 0.83000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000 PRINT HYD ID=2 CODE=1 PARTIAL HYDROGRAPH 100.20 RUNOFF VOLUME = 1.08784 INCHES = 0.0325 ACRE-FEET PEAK DISCHARGE RATE = 1.12 CFS AT 1.500 HOURS BASIN AREA = 0.0006 SQ. MI. * * *BASIN EX-3 * COMPUTE NM HYD ID=3 HYD NO=100.3 AREA=0.00132 SQ MI PER A=0.00 PER B=26.0 PER C=0.0 PER D=74.00 TP=-0.1333 HR MASS RAINFALL=-1 K = 0.072649HR TP = 0.133300HR K/TP RATIO = 0.545000 SHAPE CONSTANT, N = 7.106428 UNIT PEAK = 3.8565 CFS UNIT VOLUME = 0.9966 B = 526.28 P60 = 1.8400 AREA = 0.000977 SQ MI IA = 0.10000 INCHES INF = 0.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000 K = 0.131520HR TP = 0.133300HR K/TP RATIO = 0.986645 SHAPE CONSTANT, N = 3.578611 UNIT PEAK = 0.83941 CFS UNIT VOLUME = 0.9845 B = 326.03 P60 = 1.8400 AREA = 0.000343 SQ MI IA = 0.50000 INCHES INF = 1.25000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000 PRINT HYD ID=3 CODE=1 PARTIAL HYDROGRAPH 100.30 RUNOFF VOLUME = 2.13600 INCHES = 0.1504 ACRE-FEET PEAK DISCHARGE RATE = 3.31 CFS AT 1.500 HOURS BASIN AREA = 0.0013 SQ. MI. * * *BASIN EX-4 * COMPUTE NM HYD ID=4 HYD NO=100.4 AREA=0.00093 SQ MI PER A=0.00 PER B=6.00 PER C=00.0 PER D=94.0 TP=-0.1333 HR MASS RAINFALL=-1 K = 0.072649HR TP = 0.133300HR K/TP RATIO = 0.545000 SHAPE CONSTANT, N = 7.106428 UNIT PEAK = 3.4514 CFS UNIT VOLUME = 0.9959 B = 526.28 P60 = 1.8400 AREA = 0.000874 SQ MI IA = 0.10000 INCHES INF = 0.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000 K = 0.131520HR TP = 0.133300HR K/TP RATIO = 0.986645 SHAPE CONSTANT, N = 3.578611 UNIT PEAK = 0.13648 CFS UNIT VOLUME = 0.9033 B = 326.03 P60 = 1.8400 AREA = 0.000056 SQ MI IA = 0.50000 INCHES INF = 1.25000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000 PRINT HYD ID=4 CODE=1 PARTIAL HYDROGRAPH 100.40 RUNOFF VOLUME = 2.48223 INCHES = 0.1231 ACRE-FEET PEAK DISCHARGE RATE = 2.57 CFS AT 1.500 HOURS BASIN AREA = 0.0009 SQ. MI. * *BASIN EX-5 * COMPUTE NM HYD ID=5 HYD NO=100.5 AREA=0.00075 SQ MI PER A=0.00 PER B=38.0 PER C=00.0 PER D=62.0 TP=-0.1333 HR MASS RAINFALL=-1 K = 0.072649HR TP = 0.133300HR K/TP RATIO = 0.545000 SHAPE CONSTANT, N = 7.106428 UNIT PEAK = 1.8358 CFS UNIT VOLUME = 0.9928 B = 526.28 P60 = 1.8400 AREA = 0.000465 SQ MI IA = 0.10000 INCHES INF = 0.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000 K = 0.131520HR TP = 0.133300HR K/TP RATIO = 0.986645 SHAPE CONSTANT, N = 3.578610 UNIT PEAK = 0.69706 CFS UNIT VOLUME = 0.9823 B = 326.03 P60 = 1.8400 AREA = 0.000285 SQ MI IA = 0.50000 INCHES INF = 1.25000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000 PRINT HYD ID=5 CODE=1 PARTIAL HYDROGRAPH 100.50 RUNOFF VOLUME = 1.92826 INCHES = 0.0771 ACRE-FEET PEAK DISCHARGE RATE = 1.77 CFS AT 1.500 HOURS BASIN AREA = 0.0008 SQ. MI. * *BASIN EX-6 * COMPUTE NM HYD ID=6 HYD NO=100.6 AREA=0.00019 SQ MI PER A=0.00 PER B=0.00 PER C=5.0 PER D=95.0 TP=-0.1333 HR MASS RAINFALL=-1 K = 0.072649HR TP = 0.133300HR K/TP RATIO = 0.545000 SHAPE CONSTANT, N = 7.106428 UNIT PEAK = 0.71262 CFS UNIT VOLUME = 0.9832 B = 526.28 P60 = 1.8400 AREA = 0.000181 SQ MI IA = 0.10000 INCHES INF = 0.04000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000 K = 0.105528HR TP = 0.133300HR K/TP RATIO = 0.791661 SHAPE CONSTANT, N = 4.530856 UNIT PEAK = 0.27733E-01CFS UNIT VOLUME = 0.8912 B = 389.14 P60 = 1.8400 AREA = 0.000010 SQ MI IA = 0.35000 INCHES INF = 0.83000 INCHES PER HOUR RUNOFF COMPUTED BY INITIAL ABSTRACTION/INFILTRATION NUMBER METHOD - DT = 0.050000 PRINT HYD ID=6 CODE=1 PARTIAL HYDROGRAPH 100.60 RUNOFF VOLUME = 2.51119 INCHES = 0.0254 ACRE-FEET PEAK DISCHARGE RATE = 0.54 CFS AT 1.500 HOURS BASIN AREA = 0.0002 SQ. MI. ** * *COMBINE EX-1, EX-3, AND EX-4 * ADD HYD ID=50 HYD NO=100.21 ID=1 ID=3 ADD HYD ID=50 HYD NO=100.21 ID=50 ID=4 * PRINT HYD ID=50 CODE=1 PARTIAL HYDROGRAPH 100.21 RUNOFF VOLUME = 1.40680 INCHES = 0.8111 ACRE-FEET PEAK DISCHARGE RATE = 23.32 CFS AT 1.500 HOURS BASIN AREA = 0.0108 SQ. MI. ** *ROUTE BASINS EX-1, EX-3, AND EX-4 THROUGH EXIST DETENTION POND ROUTE RESERVOIR ID=55 HYD NO=200.1 INFLOW ID=50 CODE=24 OUTFLOW (CFS) STORAGE(AC-FT) ELEVATION(FT) 0.0100 0.0 19.00 0.0100 0.0573 20.00 0.1000 0.0914 20.50 28.570 0.1366 21.00 * * * * * * * * * * * * * * * * * TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) 0.00 0.00 -Infinity -Infinity 0.00 1.20 1.38 20.00 0.057 0.01 2.40 0.76 20.51 0.093 0.81 3.60 0.07 20.49 0.091 0.10 4.80 0.06 20.44 0.087 0.09 6.00 0.07 20.41 0.085 0.08 7.20 0.07 20.39 0.084 0.08 8.40 0.06 20.37 0.082 0.08 9.60 0.06 20.34 0.081 0.07 10.80 0.05 20.32 0.079 0.07 12.00 0.05 20.30 0.078 0.06 13.20 0.04 20.27 0.076 0.06 14.40 0.04 20.25 0.074 0.05 15.60 0.03 20.22 0.073 0.05 16.80 0.03 20.20 0.071 0.05 18.00 0.02 20.17 0.069 0.04 19.20 0.02 20.15 0.067 0.04 20.40 0.01 20.12 0.066 0.03 21.60 0.01 20.10 0.064 0.03 22.80 0.01 20.07 0.062 0.02 24.00 0.00 20.05 0.060 0.02 25.20 0.00 20.02 0.059 0.01 26.40 0.00 20.00 0.058 0.01 27.60 0.00 20.00 0.057 0.01 28.80 0.00 20.00 0.057 0.01 30.00 0.00 20.00 0.057 0.01 31.20 0.00 20.00 0.057 0.01 32.40 0.00 20.00 0.057 0.01 33.60 0.00 20.00 0.057 0.01 34.80 0.00 20.00 0.057 0.01 36.00 0.00 20.00 0.057 0.01 37.20 0.00 20.00 0.057 0.01 38.40 0.00 20.00 0.057 0.01 39.60 0.00 20.00 0.057 0.01 40.80 0.00 20.00 0.057 0.01 42.00 0.00 20.00 0.057 0.01 43.20 0.00 20.00 0.057 0.01 44.40 0.00 20.00 0.057 0.01 45.60 0.00 20.00 0.057 0.01 46.80 0.00 20.00 0.057 0.01 48.00 0.00 20.00 0.057 0.01 49.20 0.00 20.00 0.057 0.01 50.40 0.00 20.00 0.057 0.01 51.60 0.00 20.00 0.057 0.01 52.80 0.00 20.00 0.057 0.01 54.00 0.00 20.00 0.057 0.01 55.20 0.00 20.00 0.057 0.01 56.40 0.00 20.00 0.057 0.01 57.60 0.00 20.00 0.057 0.01 58.80 0.00 20.00 0.057 0.01 60.00 0.00 20.00 0.057 0.01 61.20 0.00 20.00 0.057 0.01 62.40 0.00 20.00 0.057 0.01 63.60 0.00 20.00 0.057 0.01 64.80 0.00 20.00 0.057 0.01 66.00 0.00 20.00 0.057 0.01 TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) 67.20 0.00 20.00 0.057 0.01 68.40 0.00 20.00 0.057 0.01 69.60 0.00 20.00 0.057 0.01 70.80 0.00 20.00 0.057 0.01 72.00 0.00 20.00 0.057 0.01 73.20 0.00 20.00 0.057 0.01 74.40 0.00 20.00 0.057 0.01 75.60 0.00 20.00 0.057 0.01 76.80 0.00 20.00 0.057 0.01 78.00 0.00 20.00 0.057 0.01 79.20 0.00 20.00 0.057 0.01 80.40 0.00 20.00 0.057 0.01 81.60 0.00 20.00 0.057 0.01 82.80 0.00 20.00 0.057 0.01 84.00 0.00 20.00 0.057 0.01 85.20 0.00 20.00 0.057 0.01 86.40 0.00 20.00 0.057 0.01 87.60 0.00 20.00 0.057 0.01 88.80 0.00 20.00 0.057 0.01 90.00 0.00 20.00 0.057 0.01 91.20 0.00 20.00 0.057 0.01 92.40 0.00 20.00 0.057 0.01 93.60 0.00 20.00 0.057 0.01 94.80 0.00 20.00 0.057 0.01 96.00 0.00 20.00 0.057 0.01 97.20 0.00 20.00 0.057 0.01 98.40 0.00 20.00 0.057 0.01 99.60 0.00 20.00 0.057 0.01 100.80 0.00 20.00 0.057 0.01 102.00 0.00 20.00 0.057 0.01 103.20 0.00 20.00 0.057 0.01 104.40 0.00 20.00 0.057 0.01 105.60 0.00 20.00 0.057 0.01 106.80 0.00 20.00 0.057 0.01 108.00 0.00 20.00 0.057 0.01 109.20 0.00 20.00 0.057 0.01 110.40 0.00 20.00 0.057 0.01 111.60 0.00 20.00 0.057 0.01 112.80 0.00 20.00 0.057 0.01 114.00 0.00 20.00 0.057 0.01 115.20 0.00 20.00 0.057 0.01 116.40 0.00 20.00 0.057 0.01 117.60 0.00 20.00 0.057 0.01 118.80 0.00 20.00 0.057 0.01 120.00 0.00 20.00 0.057 0.01 121.20 0.00 20.00 0.057 0.01 122.40 0.00 20.00 0.057 0.01 123.60 0.00 20.00 0.057 0.01 124.80 0.00 20.00 0.057 0.01 126.00 0.00 20.00 0.057 0.01 127.20 0.00 20.00 0.057 0.01 128.40 0.00 20.00 0.057 0.01 129.60 0.00 20.00 0.057 0.01 130.80 0.00 20.00 0.057 0.01 132.00 0.00 20.00 0.057 0.01 133.20 0.00 20.00 0.057 0.01 TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) 134.40 0.00 20.00 0.057 0.01 135.60 0.00 20.00 0.057 0.01 136.80 0.00 20.00 0.057 0.01 138.00 0.00 20.00 0.057 0.01 139.20 0.00 20.00 0.057 0.01 140.40 0.00 20.00 0.057 0.01 141.60 0.00 20.00 0.057 0.01 142.80 0.00 20.00 0.057 0.01 144.00 0.00 20.00 0.057 0.01 145.20 0.00 20.00 0.057 0.01 146.40 0.00 20.00 0.057 0.01 147.60 0.00 20.00 0.057 0.01 148.80 0.00 20.00 0.057 0.01 150.00 0.00 20.00 0.057 0.01 151.20 0.00 20.00 0.057 0.01 152.40 0.00 20.00 0.057 0.01 153.60 0.00 20.00 0.057 0.01 154.80 0.00 20.00 0.057 0.01 156.00 0.00 20.00 0.057 0.01 157.20 0.00 20.00 0.057 0.01 158.40 0.00 20.00 0.057 0.01 159.60 0.00 20.00 0.057 0.01 160.80 0.00 20.00 0.057 0.01 162.00 0.00 20.00 0.057 0.01 163.20 0.00 20.00 0.057 0.01 164.40 0.00 20.00 0.057 0.01 165.60 0.00 20.00 0.057 0.01 166.80 0.00 20.00 0.057 0.01 168.00 0.00 20.00 0.057 0.01 169.20 0.00 20.00 0.057 0.01 170.40 0.00 20.00 0.057 0.01 171.60 0.00 20.00 0.057 0.01 172.80 0.00 20.00 0.057 0.01 174.00 0.00 20.00 0.057 0.01 175.20 0.00 20.00 0.057 0.01 176.40 0.00 20.00 0.057 0.01 177.60 0.00 20.00 0.057 0.01 178.80 0.00 20.00 0.057 0.01 180.00 0.00 20.00 0.057 0.01 181.20 0.00 20.00 0.057 0.01 182.40 0.00 20.00 0.057 0.01 183.60 0.00 20.00 0.057 0.01 184.80 0.00 20.00 0.057 0.01 186.00 0.00 20.00 0.057 0.01 187.20 0.00 20.00 0.057 0.01 188.40 0.00 20.00 0.057 0.01 189.60 0.00 20.00 0.057 0.01 190.80 0.00 20.00 0.057 0.01 192.00 0.00 20.00 0.057 0.01 193.20 0.00 20.00 0.057 0.01 194.40 0.00 20.00 0.057 0.01 195.60 0.00 20.00 0.057 0.01 196.80 0.00 20.00 0.057 0.01 198.00 0.00 20.00 0.057 0.01 199.20 0.00 20.00 0.057 0.01 PEAK DISCHARGE = 23.066 CFS - PEAK OCCURS AT HOUR 1.55 MAXIMUM WATER SURFACE ELEVATION = 20.903 MAXIMUM STORAGE = 0.1279 AC-FT INCREMENTAL TIME= 0.050000HRS * * PRINT HYD ID=55 CODE=1 PARTIAL HYDROGRAPH 200.10 RUNOFF VOLUME = 1.55652 INCHES = 0.8974 ACRE-FEET PEAK DISCHARGE RATE = 23.07 CFS AT 1.550 HOURS BASIN AREA = 0.0108 SQ. MI. * * *COMBINE POND OUTFLOW WITH EX-2 FOR TOTAL AT AP#1 * ADD HYD ID=58 HYD NO=100.22 ID=2 ID=55 * PRINT HYD ID=58 CODE=1 PARTIAL HYDROGRAPH 100.22 RUNOFF VOLUME = 1.53343 INCHES = 0.9299 ACRE-FEET PEAK DISCHARGE RATE = 24.16 CFS AT 1.550 HOURS BASIN AREA = 0.0114 SQ. MI. * *COMBINE ALLEY FLOWS AP#1 WITH EX-5 AND EX-6 FOR TOTAL AT AP#2 * ADD HYD ID=59 HYD NO=100.23 ID=5 ID=58 ADD HYD ID=59 HYD NO=100.23 ID=6 ID=59 * PRINT HYD ID=59 CODE=1 PARTIAL HYDROGRAPH 100.23 RUNOFF VOLUME = 1.57227 INCHES = 1.0322 ACRE-FEET PEAK DISCHARGE RATE = 26.36 CFS AT 1.550 HOURS BASIN AREA = 0.0123 SQ. MI. * FINISH NORMAL PROGRAM FINISH END TIME (HR:MIN:SEC) = 13:47:58