AHYMO PROGRAM (AHYMO-S4) - Version: S4.01a - Rel: 01a RUN DATE (MON/DAY/YR) = 04/29/2019 START TIME (HR:MIN:SEC) = 13:53:14 USER NO.= AHYMO_Temp_User:20122010 INPUT FILE = C:\Users\Joel\Desktop\AHYMO IN\Los Pastores Post Addendum3a.txt ***************************************************************** * Los Pastores SC @ Wyoming& Mont, ABQ,NM * ***************************************************************** * 100-YEAR, 24-HR STORM (UNDER PROPOSED CONDITIONS) W/ MCD'S * ***************************************************************** * 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 PR-1 * COMPUTE NM HYD ID=1 HYD NO=100.1 AREA=0.00818 SQ MI PER A=0.00 PER B=0.0 PER C=85.0 PER D=15.0 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 = 4.8443 CFS UNIT VOLUME = 0.9971 B = 526.28 P60 = 1.8400 AREA = 0.001227 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 = 20.298 CFS UNIT VOLUME = 1.001 B = 389.14 P60 = 1.8400 AREA = 0.006953 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 = 1.31258 INCHES = 0.5726 ACRE-FEET PEAK DISCHARGE RATE = 17.28 CFS AT 1.500 HOURS BASIN AREA = 0.0082 SQ. MI. * * *BASIN PR-2 * COMPUTE NM HYD ID=2 HYD NO=100.2 AREA=0.00094 SQ MI PER A=0.00 PER B=0.0 PER C=19.0 PER D=81.00 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 = 3.0060 CFS UNIT VOLUME = 0.9959 B = 526.28 P60 = 1.8400 AREA = 0.000761 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 = 0.52138 CFS UNIT VOLUME = 0.9789 B = 389.14 P60 = 1.8400 AREA = 0.000179 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 = 2.30143 INCHES = 0.1154 ACRE-FEET PEAK DISCHARGE RATE = 2.52 CFS AT 1.500 HOURS BASIN AREA = 0.0009 SQ. MI. * * *BASIN EX-3 (MC D'S 0-1,0-2,0-4) * COMPUTE NM HYD ID=3 HYD NO=100.3 AREA=0.00132 SQ MI PER A=0.00 PER B=26.0 PER C=0.00 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 PR-4 (MC D'S A-2) * COMPUTE NM HYD ID=4 HYD NO=100.4 AREA=0.00034 SQ MI PER A=0.00 PER B=20.0 PER C=0.00 PER D=80.0 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 = 1.0739 CFS UNIT VOLUME = 0.9891 B = 526.28 P60 = 1.8400 AREA = 0.000272 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 = 0.16632 CFS UNIT VOLUME = 0.9252 B = 326.03 P60 = 1.8400 AREA = 0.000068 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 = 2.23987 INCHES = 0.0406 ACRE-FEET PEAK DISCHARGE RATE = 0.89 CFS AT 1.500 HOURS BASIN AREA = 0.0003 SQ. MI. * * *BASIN PR-5 (MC D'S A-1,3,4,5,6,7,R-1,O-3) * COMPUTE NM HYD ID=5 HYD NO=100.5 AREA=0.00134 SQ MI PER A=0.00 PER B=24.00 PER C=0.0 PER D=76.0 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 = 4.0207 CFS UNIT VOLUME = 0.9966 B = 526.28 P60 = 1.8400 AREA = 0.001018 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 = 0.78658 CFS UNIT VOLUME = 0.9845 B = 326.03 P60 = 1.8400 AREA = 0.000322 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 = 2.17062 INCHES = 0.1551 ACRE-FEET PEAK DISCHARGE RATE = 3.39 CFS AT 1.500 HOURS BASIN AREA = 0.0013 SQ. MI. ** *BASIN EX-6 (ALLEY) * 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 PR-1, EX-3, AND PR-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 = 1.45481 INCHES = 0.7635 ACRE-FEET PEAK DISCHARGE RATE = 21.48 CFS AT 1.500 HOURS BASIN AREA = 0.0098 SQ. MI. ** *ROUTE BASINS PR-1, EX-3, AND PR-4 THROUGH PROPOSED DETENTION POND ROUTE RESERVOIR ID=55 HYD NO=200.1 INFLOW ID=50 CODE=24 OUTFLOW (CFS) STORAGE(AC-FT) ELEVATION(FT) 0.0000 0.1244 20.00 1.8200 0.1741 20.50 6.1700 0.2280 21.00 10.780 0.2858 21.50 13.270 0.3391 21.93 16.750 0.3652 22.13 19.320 0.3785 22.23 25.570 0.4057 22.43 * * * * * * * * * * * * * * * * * TIME INFLOW ELEV VOLUME OUTFLOW (HRS) (CFS) (FEET) (AC-FT) (CFS) 0.00 0.00 20.00 0.124 0.00 1.20 1.39 20.15 0.139 0.53 2.40 0.73 20.43 0.167 1.57 3.60 0.07 20.04 0.128 0.15 4.80 0.06 20.02 0.126 0.06 6.00 0.07 20.02 0.126 0.07 7.20 0.07 20.02 0.126 0.07 8.40 0.06 20.02 0.126 0.06 9.60 0.06 20.02 0.126 0.06 10.80 0.05 20.02 0.126 0.06 12.00 0.05 20.01 0.126 0.05 13.20 0.04 20.01 0.126 0.05 14.40 0.04 20.01 0.126 0.04 15.60 0.04 20.01 0.125 0.04 16.80 0.03 20.01 0.125 0.03 18.00 0.03 20.01 0.125 0.03 19.20 0.02 20.01 0.125 0.02 20.40 0.02 20.00 0.125 0.02 21.60 0.01 20.00 0.125 0.01 22.80 0.00 20.00 0.125 0.01 24.00 0.00 20.00 0.124 0.00 PEAK DISCHARGE = 14.398 CFS - PEAK OCCURS AT HOUR 1.65 MAXIMUM WATER SURFACE ELEVATION = 21.995 MAXIMUM STORAGE = 0.3476 AC-FT INCREMENTAL TIME= 0.050000HRS * * PRINT HYD ID=55 CODE=1 PARTIAL HYDROGRAPH 200.10 RUNOFF VOLUME = 1.45481 INCHES = 0.7635 ACRE-FEET PEAK DISCHARGE RATE = 14.40 CFS AT 1.650 HOURS BASIN AREA = 0.0098 SQ. MI. * * *COMBINE POND OUTFLOW WITH PR-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 = 1.52854 INCHES = 0.8788 ACRE-FEET PEAK DISCHARGE RATE = 15.89 CFS AT 1.650 HOURS BASIN AREA = 0.0108 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 = 1.61335 INCHES = 1.0592 ACRE-FEET PEAK DISCHARGE RATE = 18.90 CFS AT 1.600 HOURS BASIN AREA = 0.0123 SQ. MI. * FINISH NORMAL PROGRAM FINISH END TIME (HR:MIN:SEC) = 13:53:14