AHYMO PROGRAM SUMMARY TABLE (AHYMO_97) - - VERSION: 1997.02c RUN DATE (MON/DAY/YR) =09/23/2015 INPUT FILE = F:\Adil\RV\DRAINA~1\FINAL9~2.TXT USER NO.= AHYMO-I-9702c01000Q29-AH FROM TO PEAK RUNOFF TIME TO CFS PAGE = 1 HYDROGRAPH ID ID AREA DISCHARGE VOLUME RUNOFF PEAK PER COMMAND IDENTIFICATION NO. NO. (SQ MI) (CFS) (AC-FT) (INCHES) (HOURS) ACRE NOTATION *S PARDISE RV PARK *S Drainage Basin Analysis *S "PROPOSED" CONDITION MODEL START TIME= .00 LOCATION ALBUQUERQUE *S RAINFALL FROM COA DEVELOPMENT PROCESS MANUAL *S************************************************************************* *S 100 YEAR 6HR STORM START TIME= .00 LOCATION ALBUQUERQUE RAINFALL TYPE= 1 RAIN6= 2.200 SEDIMENT BULK PK BF = 1.06 COMPUTE NM HYD 202.10 - 1 .08439 209.31 7.355 1.63412 1.500 3.875 PER IMP= 63.00 ROUTE MCUNGE 202.1RT 1 2 .08439 207.04 7.354 1.63401 1.533 3.833 CCODE = .2 COMPUTE NM HYD 202.20 - 1 .06185 153.51 5.390 1.63412 1.500 3.878 PER IMP= 63.00 ADD HYD 202.2SUM 2& 1 1 .14624 358.42 12.745 1.63405 1.500 3.830 *S AP1 ROUTE MCUNGE 202.2SUMRT 1 3 .14624 336.13 12.595 1.61485 1.567 3.591 CCODE = .2 COMPUTE NM HYD 201.10 - 1 .08463 209.91 7.376 1.63412 1.500 3.875 PER IMP= 63.00 ROUTE MCUNGE 201.1RT 1 2 .08463 207.99 7.375 1.63397 1.533 3.840 CCODE = .2 COMPUTE NM HYD 201.20 - 1 .04349 107.94 3.790 1.63412 1.500 3.878 PER IMP= 63.00 ADD HYD 201.2SUMA 2& 1 1 .12812 312.83 11.165 1.63402 1.500 3.815 ADD HYD 201.2SUMB 1& 3 1 .27436 638.87 23.760 1.62380 1.533 3.638 ROUTE MCUNGE 201.2SUMBRT 1 3 .27436 627.99 23.723 1.62123 1.567 3.576 CCODE = .2 *S AP2 COMPUTE NM HYD 205.11 - 1 .02628 54.79 1.800 1.28397 1.500 3.257 PER IMP= 37.00 COMPUTE NM HYD 204.10 - 2 .04332 107.52 3.775 1.63412 1.500 3.878 PER IMP= 63.00 ADD HYD 204SUMA 2& 1 1 .06960 162.31 5.575 1.50190 1.500 3.644 ROUTE MCUNGE 204.1RT 1 2 .06960 160.96 5.576 1.50205 1.533 3.613 CCODE = .2 COMPUTE NM HYD 203.00 - 1 .05145 127.70 4.484 1.63412 1.500 3.878 PER IMP= 63.00 ADD HYD 203SUMA 2& 1 1 .12105 286.74 10.060 1.55818 1.500 3.701 ADD HYD 203SUMB 1& 3 1 .39541 900.11 33.782 1.60193 1.533 3.557 ROUTE MCUNGE 203SUMBRT 1 3 .39541 875.67 33.793 1.60243 1.567 3.460 CCODE = .2 *S AP3 COMPUTE NM HYD 204.20 - 1 .04566 113.33 3.979 1.63412 1.500 3.878 PER IMP= 63.00 ROUTE MCUNGE 204.2RT 1 2 .04566 112.30 3.979 1.63411 1.533 3.843 CCODE = .2 COMPUTE NM HYD 207.00 - 1 .05139 127.55 4.479 1.63412 1.500 3.878 PER IMP= 63.00 ADD HYD 207SUMA 2& 1 1 .09705 238.49 8.458 1.63411 1.500 3.840 ADD HYD 207SUMB 3& 1 1 .49246 1083.91 42.251 1.60867 1.567 3.439 ROUTE MCUNGE 207SUMBRT 1 3 .49246 1075.79 42.049 1.60098 1.600 3.413 CCODE = .2 *S AP4 COMPUTE NM HYD 209.10 - 1 .00907 25.06 .908 1.87752 1.500 4.317 PER IMP= 80.00 ROUTE MCUNGE 209.1RT 1 2 .00907 24.72 .908 1.87759 1.500 4.259 CCODE = .2 COMPUTE NM HYD 209.20 - 1 .01562 43.14 1.564 1.87752 1.500 4.316 PER IMP= 80.00 ADD HYD 209.2SUMA 2& 1 1 .02469 67.87 2.472 1.87751 1.500 4.295 ROUTE MCUNGE 209.2SUMART 2 1 .02469 67.87 2.472 1.87751 1.500 4.295 CCODE = .0 ADD HYD 209.2SUMC 3& 1 10 .51715 1124.15 44.521 1.61419 1.600 3.396 *S AP5 ROUTE RESERVOIR POND2 10 20 .51715 88.70 44.521 1.61416 2.300 .268 AC-FT= 34.998 FROM TO PEAK RUNOFF TIME TO CFS PAGE = 2 HYDROGRAPH ID ID AREA DISCHARGE VOLUME RUNOFF PEAK PER COMMAND IDENTIFICATION NO. NO. (SQ MI) (CFS) (AC-FT) (INCHES) (HOURS) ACRE NOTATION COMPUTE NM HYD 205.12 - 1 .04836 100.80 3.312 1.28397 1.500 3.257 PER IMP= 37.00 ROUTE MCUNGE 205.1RT 1 2 .04836 100.07 3.306 1.28192 1.567 3.233 CCODE = .1 COMPUTE NM HYD 205.20 - 1 .06038 113.62 3.465 1.07593 1.500 2.940 PER IMP= 17.20 ADD HYD 205.2SUM 1& 2 1 .10874 203.74 6.771 1.16753 1.533 2.928 ROUTE MCUNGE 205.2SUMRT 1 2 .10874 203.42 6.771 1.16748 1.567 2.923 CCODE = .2 COMPUTE NM HYD 206.00 - 1 .04398 112.51 4.001 1.70595 1.500 3.997 PER IMP= 69.03 ADD HYD 206SUM 2& 1 1 .15272 307.47 10.772 1.32254 1.533 3.146 ROUTE MCUNGE 206SUMRT 1 2 .15272 304.97 10.772 1.32257 1.567 3.120 CCODE = .2 COMPUTE NM HYD 209.30 - 1 .01867 52.51 1.921 1.92899 1.500 4.395 PER IMP= 85.00 ADD HYD 209.3SUMA 2& 1 3 .17139 352.90 12.693 1.38862 1.533 3.217 *S AP6 COMPUTE NM HYD 210.00 - 1 .12985 243.06 10.979 1.58537 1.600 2.925 PER IMP= 59.00 ROUTE MCUNGE 210RT 1 2 .12985 242.01 10.969 1.58384 1.600 2.912 CCODE = .1 COMPUTE NM HYD 211.00 - 1 .02356 41.54 1.910 1.52012 1.600 2.755 PER IMP= 58.00 ADD HYD POND3SUMA 2& 1 30 .15341 283.56 12.879 1.57405 1.600 2.888 ADD HYD POND3SUMB 3&30 10 .32480 621.32 25.572 1.47620 1.567 2.989 ADD HYD POND3SUMC 10&20 30 .84195 677.19 70.093 1.56094 1.567 1.257 ROUTE RESERVOIR POND3 30 1 .84195 70.36 68.057 1.51560 5.333 .131 AC-FT= 30.038 FINISH