****************************************************************************** * LOTS 1&2, BLOCK 17, TRACT 2, UNIT 3 * NORTH ALBUQUERQUE ACRES * PROJECT HYDROLOGY * DECEMBER 7, 2004 ******************************************************************************* START TIME=0.0 PUNCH CODE=0 RAINFALL TYPE=2 RAIN QUARTER=0.0 RAIN ONE=2.23 RAIN SIX=2.90 RAIN DAY=3.65 DT=0.03333 HRS ******************************************************************************* * HISTORIC CONDITIONS ******************************************************************************* * PER THE DRAINAGE REPORT FOR NOR ESTE MANOR AND SUBSEQUENT SUPPLEMENTAL * CALCULATIONS 3 DRAINAGE BASINS CONTRIBUTE TO THE NOR ESTE MANOR POND: * BASIN 1 CONTAINING 37.3 ACRES ENTERING THE POND FROM THE ANAHEIM AVENUE STORM * DRAIN, BASIN 2 CONTAINING 24.3 ACRES ENTERING THE POND FROM THE CORONA AVENUE * STORM DRAIN, AND THE SITE ITSELF, ORIGINALLY CONTAINING 1.62 ACRES. ******************************************************************************* *** BASIN 1, FROM THE ANAHEIM AVE SD CONTAINING 37.3 ACRES ******************************************************************************* COMPUTE NM HYD ID=1 HYD NO=BASIN.1 DA=0.058281 SQ MI PER A=0 PER B=30 PER C=20 PER D=50 TP=0.1333 HR MASS RAIN=-1 PRINT HYD ID=1 CODE=5 ******************************************************************************* *** BASIN 2, FROM THE CORONA AVE SD CONTAINING 24.3 ACRES ******************************************************************************* COMPUTE NM HYD ID=2 HYD NO=BASIN.2 DA=0.037969 SQ MI PER A=0 PER B=30 PER C=20 PER D=50 TP=0.1333 HR MASS RAIN=-1 PRINT HYD ID=2 CODE=5 ******************************************************************************* *** BASIN 3, THE POND SITE CONTAINING 1.62 ACRES ******************************************************************************* COMPUTE NM HYD ID=3 HYD NO=BASIN.3 DA=0.002531 SQ MI PER A=0 PER B=0 PER C=100 PER D=0 TP=0.1333 HR MASS RAIN=-1 PRINT HYD ID=3 CODE=5 * ADD BASIN 1 AND BASIN 2 ADD HYD ID=4 HYD NO=POND.IN ID I=1 ID II=2 * ADD BASIN 2 AND BASIN 2 TO POND SITE ADD HYD ID=5 HYD NO=POND.IN ID I=3 ID II=4 PRINT HYD ID=5 CODE=5 ******************************************************************************* * ROUTE THE POND THRU A 10-INCH PIPE TO WYOMING BLVD AND THE NORTH DOMINGO BACA ******************************************************************************* ROUTE RESERVOIR ID=6 HYD NO=POND.OUT INFLOW ID=5 CODE=10 OUT (CFS) STORAGE (AC-FT) ELEV (FT) 0 0 85.25 1.7 0.8515 86.0 3.1 1.7624 87.0 4.0 2.6837 88.0 4.8 3.6427 89.0 5.5 4.6443 90.0 6.1 5.6853 91.0 6.6 6.7663 92.0 7.1 7.8881 93.0 7.5 9.0515 94.0 PRINT HYD ID=6 CODE=20 ******************************************************************************* * UNDER DEVELOPED CONDITIONS THE ANAHEIM STORM DRAIN HAS BEEN DIVERTED TO THE * NORTH DOMINGO BACA CHANNEL, THE CORONA STORM DRAIN HAS BEEN DIVERTED TO THE * WYOMING BLVD STORM DRAIN WHICH DRAINS TO THE NORTH DOMINGO BACA CHANNEL. * THE ANAHEIM AND CORONA POND INLET STORM DRAINS HAVE BEEN ABANDONED AND THE POND * HAS BEEN FILLED IN. THE REMAINING BASIN INCLUDES THE UNIMPROVED SITE WHICH * PRESENTLY CONSISTS OF GRADED COMPACTED EARTH WITH TEMPORARY EROSION CONTROL * IMPROVEMENTS. ALL RUNOFF DRAINS WESTWARD TO AN EXISTING TEMPORARY * SEDIMENTATION POND LOCATED ALONG THE WESTERN BOUNDARY OF THE SITE. FUTURE * DEVELOPED FLOWS WILL DRAIN TO WYOMING BLVD AND THE WYOMING BLVD STORM DRAIN. ******************************************************************************* ******************************************************************************* *** BASIN 3, THE POND SITE CONTAINING 1.62 ACRES ******************************************************************************* COMPUTE NM HYD ID=7 HYD NO=BASIN.3 DA=0.002531 SQ MI PER A=0 PER B=0 PER C=100 PER D=0 TP=0.1333 HR MASS RAIN=-1 PRINT HYD ID=7 CODE=5 FINISH