AHYMO PROGRAM SUMMARY TABLE (AHYMO_97) - - VERSION: 1997.02c RUN DATE (MON/DAY/YR) =09/23/2015 INPUT FILE = F:\Adil\RV\DRAINA~1\FINAL9~1.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 24HR STORM START TIME= .00 LOCATION ALBUQUERQUE RAINFALL TYPE= 2 RAIN24= 2.660 SEDIMENT BULK PK BF = 1.06 COMPUTE NM HYD 202.10 - 1 .08439 209.31 8.496 1.88767 1.500 3.875 PER IMP= 63.00 ROUTE MCUNGE 202.1RT 1 2 .08439 207.04 8.493 1.88711 1.533 3.833 CCODE = .2 COMPUTE NM HYD 202.20 - 1 .06185 153.51 6.227 1.88768 1.500 3.878 PER IMP= 63.00 ADD HYD 202.2SUM 2& 1 1 .14624 358.42 14.720 1.88735 1.500 3.830 *S AP1 ROUTE MCUNGE 202.2SUMRT 1 3 .14624 336.13 14.567 1.86769 1.567 3.591 CCODE = .2 COMPUTE NM HYD 201.10 - 1 .08463 209.91 8.520 1.88767 1.500 3.875 PER IMP= 63.00 ROUTE MCUNGE 201.1RT 1 2 .08463 207.99 8.517 1.88706 1.533 3.840 CCODE = .2 COMPUTE NM HYD 201.20 - 1 .04349 107.94 4.378 1.88768 1.500 3.878 PER IMP= 63.00 ADD HYD 201.2SUMA 2& 1 1 .12812 312.83 12.896 1.88727 1.500 3.815 ADD HYD 201.2SUMB 1& 3 1 .27436 638.87 27.463 1.87684 1.533 3.638 ROUTE MCUNGE 201.2SUMBRT 1 3 .27436 627.99 27.419 1.87383 1.567 3.576 CCODE = .2 *S AP2 COMPUTE NM HYD 205.11 - 1 .02628 54.79 2.008 1.43288 1.500 3.257 PER IMP= 37.00 COMPUTE NM HYD 204.10 - 2 .04332 107.52 4.361 1.88768 1.500 3.878 PER IMP= 63.00 ADD HYD 204SUMA 2& 1 1 .06960 162.31 6.370 1.71595 1.500 3.644 ROUTE MCUNGE 204.1RT 1 2 .06960 160.96 6.369 1.71572 1.533 3.613 CCODE = .2 COMPUTE NM HYD 203.00 - 1 .05145 127.70 5.180 1.88768 1.500 3.878 PER IMP= 63.00 ADD HYD 203SUMA 2& 1 1 .12105 286.74 11.549 1.78881 1.500 3.701 ADD HYD 203SUMB 1& 3 1 .39541 900.11 38.967 1.84780 1.533 3.557 ROUTE MCUNGE 203SUMBRT 1 3 .39541 875.67 38.969 1.84790 1.567 3.460 CCODE = .2 *S AP3 COMPUTE NM HYD 204.20 - 1 .04566 113.33 4.597 1.88768 1.500 3.878 PER IMP= 63.00 ROUTE MCUNGE 204.2RT 1 2 .04566 112.30 4.596 1.88721 1.533 3.843 CCODE = .2 COMPUTE NM HYD 207.00 - 1 .05139 127.55 5.174 1.88768 1.500 3.878 PER IMP= 63.00 ADD HYD 207SUMA 2& 1 1 .09705 238.49 9.769 1.88746 1.500 3.840 ADD HYD 207SUMB 3& 1 1 .49246 1083.91 48.739 1.85569 1.567 3.439 ROUTE MCUNGE 207SUMBRT 1 3 .49246 1075.79 48.525 1.84756 1.600 3.413 CCODE = .2 *S AP4 COMPUTE NM HYD 209.10 - 1 .00907 25.06 1.064 2.19950 1.500 4.317 PER IMP= 80.00 ROUTE MCUNGE 209.1RT 1 2 .00907 24.72 1.064 2.19898 1.500 4.259 CCODE = .2 COMPUTE NM HYD 209.20 - 1 .01562 43.14 1.832 2.19950 1.500 4.316 PER IMP= 80.00 ADD HYD 209.2SUMA 2& 1 1 .02469 67.87 2.896 2.19931 1.500 4.295 ROUTE MCUNGE 209.2SUMART 2 1 .02469 67.87 2.896 2.19931 1.500 4.295 CCODE = .0 ADD HYD 209.2SUMC 3& 1 10 .51715 1124.15 51.421 1.86435 1.600 3.396 *S AP5 ROUTE RESERVOIR POND2 10 20 .51715 88.70 50.905 1.84562 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 3.696 1.43288 1.500 3.257 PER IMP= 37.00 ROUTE MCUNGE 205.1RT 1 2 .04836 100.07 3.689 1.43030 1.567 3.233 CCODE = .1 COMPUTE NM HYD 205.20 - 1 .06038 113.62 3.688 1.14515 1.500 2.940 PER IMP= 17.20 ADD HYD 205.2SUM 1& 2 1 .10874 203.74 7.377 1.27196 1.533 2.928 ROUTE MCUNGE 205.2SUMRT 1 2 .10874 203.42 7.375 1.27172 1.567 2.923 CCODE = .2 COMPUTE NM HYD 206.00 - 1 .04398 112.51 4.653 1.98378 1.500 3.997 PER IMP= 69.03 ADD HYD 206SUM 2& 1 1 .15272 307.47 12.028 1.47678 1.533 3.146 ROUTE MCUNGE 206SUMRT 1 2 .15272 304.97 12.026 1.47652 1.567 3.120 CCODE = .2 COMPUTE NM HYD 209.30 - 1 .01867 52.51 2.261 2.27109 1.500 4.395 PER IMP= 85.00 ADD HYD 209.3SUMA 2& 1 3 .17139 352.90 14.288 1.56308 1.533 3.217 *S AP6 COMPUTE NM HYD 210.00 - 1 .12985 243.06 12.612 1.82119 1.600 2.925 PER IMP= 59.00 ROUTE MCUNGE 210RT 1 2 .12985 242.01 12.599 1.81923 1.600 2.912 CCODE = .1 COMPUTE NM HYD 211.00 - 1 .02356 41.54 2.201 1.75187 1.600 2.755 PER IMP= 58.00 ADD HYD POND3SUMA 2& 1 30 .15341 283.56 14.800 1.80889 1.600 2.888 ADD HYD POND3SUMB 3&30 10 .32480 621.32 29.088 1.67918 1.567 2.989 ADD HYD POND3SUMC 10&20 30 .84195 677.19 79.993 1.78141 1.567 1.257 ROUTE RESERVOIR POND3 30 1 .84195 70.36 76.144 1.69570 5.333 .131 AC-FT= 30.038 FINISH