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*
*   APS SOUTHWEST HIGH SCHOOL MASTER DRAINAGE PLAN - REVISES BASINS A, B & B-4E
*   FROM WILSON & COMPANY MASTER PLAN DATED APRIL, 2000
*
*   JMA JOB NUMBER 2005.180.4
*
*
START               TIME = 0.0 HR  PUNCH CODE = 0  PRINT LINES = -1
*
*   RAINFALL DATA FROM DPM 22.2 - Zone 1
*
RAINFALL            TYPE = 2  RAIN QUARTER = 0.0
                    RAIN ONE = 1.87 IN  RAIN SIX = 2.20 IN
                    RAIN DAY = 2.66 IN  DT = 0.05
*
*   PRO-RATED ALLOWABLE DISCHARGE FOR W&C BASIN A (PLAT TRACT B)
*   THIS BASIN GOES DIRECTLY TO SOUTH TO CHANNEL PER MDP.  THE LAND TREATMENT
*   ARE UNCHANGED PER THE WILSON MDP WITH THE REDUCED AREA PER THE RE-PLAT.
*
COMPUTE NM HYD      ID = 1  HYD NO = A  AREA = 0.0265 SQ MI
                    PER A = 0 PER B = 40 PER C = 55  PER D = 5
                    TP = -0.13333 HRS  MASS RAIN = -1
PRINT HYD           ID = 1  CODE = 1
*
*   PRO-RATED DISCHARGE FROM W&C BASIN B ADJUSTED FOR REDUCED SIZE OF PLAT TRACT C
*   THIS TRACT C BASIN USES LAND TREATMENTS FROM W&C BASIN B AND IS ADJUSTED FOR THE
*   REPLATTED SIZE OF TRACT C
*
COMPUTE NM HYD      ID = 3 HYD NO = B  AREA = 0.046641 SQ MI
                    PER A = 0  PER B = 28  PER C = 23  PER D = 49
                    TP = -0.13333 HRS  MASS RAIN = -1
PRINT HYD           ID = 3 CODE = 1
*
*PRINT HYD           ID = 3 CODE = 1 
*
*   START FULLY DEVELOPED CONDITIONS FOR APS SOUTHWEST HIGH SCHOOL SITE
*
*   DISCHARGE FROM LOWER SECTION OF ATHLETIC FIELD - BASIN WILL FREELY DISCHARGE TO CEJA VISTA
*
COMPUTE NM HYD      ID = 5 HYD NO = N AREA = 0.01511457 SQ MI
                    PER A = 0  PER B = 50  PER C = 18  PER D = 32
                    TP = -0.13333 HRS  MASS RAIN = -1
PRINT HYD           ID = 5 CODE = 1
*
*   DISCHARGE FROM UPPER FIELD, NE SECTIONS OF ROOF FROM BUILDINGS D AND E, AND
*   NNE PORTION OF BUILDING F WITH AMPHITHEATER. ALSO INCLUDES AREAS BETWEEN BUILDINGS
*   F,D AND E, AND NW CORNER OF SITE.
*   THIS BASIN WILL BE DETAINED THROUGH THE UPPER POND WITH CONTROLLED RELEASE
*
COMPUTE NM HYD      ID = 6 HYD NO = S1 AREA = 0.014330 SQ MI
                    PER A = 13.3  PER B = 42.1  PER C = 18.0  PER D = 26.6
                    TP = -0.13333 HRS  MASS RAIN = -1
PRINT HYD           ID = 6 CODE = 1
*
*   ROUTE S1 THROUGH POND - 8" ORIFICE
*
ROUTE RESERVOIR     ID = 7  HYD NO = N2ROUTE  INFLOW ID = 6  CODE = 5
                    OUTFLOW (CFS)    STORAGE (AC FT)   ELEV(FT)
                    0                0                  58
                    3.37             0.00055            62
                    3.77             0.2731             63
                    3.95             0.6191             63.5              
*
PRINT HYD           ID = 7 CODE = 1 
*
*   DISCHARGE FROM BASIN S2 WHICH INCLUDES FOOTBALL AND SOCCER FIELDS
*   THIS BASIN WILL RECEIVE OUTFLOW FROM N-2 POND AND WILL SURGE / DETAINED 
*   THROUGH SOCCER FIELD POND 
*
COMPUTE NM HYD      ID = 8 HYD NO = S2 AREA = 0.012895 SQ MI
                    PER A = 0  PER B = 68  PER C = 9  PER D = 23
                    TP = -0.13333 HRS  MASS RAIN = -1
PRINT HYD           ID = 8 CODE = 1
*
*   ADD BASINS S2 AND ROUTED S1 THAT WILL BE ROUTED THROUGH SOCCER POND
*
ADD HYD             ID = 9  HYD NO = S12  ID I = 7  ID II = 8
PRINT HYD           ID = 9  CODE = 1
*
*   ROUTE COMBINED S1 AND S2 THROUGH SOCCER FIELD POND
*   3" ORIFICE PLATE RESTRICTS DISCHARGE
*
ROUTE RESERVOIR     ID = 10  HYD NO = S12ROUTE  INFLOW ID = 9  CODE = 5
                    OUTFLOW (CFS)    STORAGE (AC FT)   ELEV(FT)
                    0                0                 34.99
                    0.53             0.007             35
                    0.58             0.218             36
                    0.62             0.884             37
                    0.65             1.332             37.5
*
PRINT HYD           ID = 10 CODE = 1
*
*   DISCHARGE FROM BASIN S3 - SOUTH BASIN OF SCHOOL THAT WILL FREELY DISCHARGE TO
*   OFFSITE APS STORM DRAIN.  BASIN INCLUDES 26,065 SF OF NO DISCHARGE AREA
*   DUE TO RAISED PLANTERS THAT WILL RETAIN RUNOFF AS REQUIRED TO COMPLY WITH
*   COUNTY WATER CONSERVATION ORDINANCE
*
COMPUTE NM HYD      ID = 11 HYD NO = S3 AREA = 0.058120 SQ MI
                    PER A = 5.3  PER B = 5.8  PER C = 7.9  PER D = 81.0
                    TP = -0.165 HRS  MASS RAIN = -1
PRINT HYD           ID = 11 CODE = 1
*
*   ADD TO ROUTED SOCCER POND TO GET TOTAL DISCHARGE TO OFFSITE SD
*
ADD HYD             ID = 21 HYD NO = OFFSITE ID I = 11 ID II = 10
PRINT HYD           ID = 21 CODE = 1
*
*   ROUTE THROUGH OFFSITE SD TO CHANNEL - 48 INCH RCP S=0.0095, LENGTH = 1100 FT
*
* 48" R.C.P. at 0.0095
*
COMPUTE RATING CURVE RC=1 VS NO=1   CODE=-1   SLP=.0095
                     DIA=4 FT   N=.013
COMPUTE TRAVEL TIME  ID=24      REACH=1    NO VS=1
                     L=1100 ft SLP=0.0095 ft/ft
ROUTE                ID=24      HYD=OFFROUTE INFLOW HYD ID=21    DT=0.05
PRINT HYD            ID=24      CODE=1
*
*   ADD TO TRACT C RUNOFF TO GET TOTAL DISCHARGE TO AMAFCA CHANNEL FROM 
*   TRACTS C AND D
*
ADD HYD             ID = 12 HYD NO = AMAFCA ID I = 24 ID II = 3
PRINT HYD           ID = 12 CODE = 1
*
*   ADD TO TRACT B RUNOFF TO GET TOTAL FLOW AT CHANNEL FROM TRACTS B, C AND D
*
ADD HYD             ID = 13  HYD NO = PERDIZ  ID I = 12 ID II = 1
PRINT HYD           ID = 13  CODE = 1
*
*   CALCULATE ORIGINAL BASIN A RUNOFF PER MDP ASUSMPTIONS
*
COMPUTE NM HYD      ID = 2 HYD NO = A AREA = 0.0513 SQ MI
                    PER A = 0  PER B = 40  PER C = 55  PER D = 5
                    TP = -0.13333 HRS  MASS RAIN = -1
PRINT HYD           ID = 2 CODE = 1
*
*   CALCULATE ORIGINAL BASIN B RUNOFF PER MDP ASUSMPTIONS
*
COMPUTE NM HYD      ID = 4 HYD NO = B AREA = 0.06410 SQ MI
                    PER A = 0  PER B = 28  PER C = 23  PER D = 49
                    TP = -0.13333 HRS  MASS RAIN = -1
PRINT HYD           ID = 4 CODE = 1
*
*   ADD ORIGINAL BASINS A AND B TO GET MDP DISCHARGE TO CHANNEL AT PERDIZ
*   FOR COMPARISON PURPOSES
*
ADD HYD             ID = 22 HYD NO = ORIGINAL ID I = 2 ID II = 4
PRINT HYD           ID = 22  CODE = 1
*
*
FINISH