AHYMO PROGRAM (AHYMO-S4)                    - Version: S4.01a - Rel: 01a
             RUN DATE (MON/DAY/YR) = 06/14/2017
             START TIME (HR:MIN:SEC) = 17:05:11     USER NO.= BordenaveSingleA23909516
             INPUT FILE = C:\Users\Public\Documents\DATA BUSINESS\1609\ahymo\ahymoin1609.txt              

**      1010 LEAD AVE. SW                                                           
**      USE DETENTION PONDS TO CONTROL STORMWATER RUNOFF RATES AND                     
**      RETENTION PONDS TO RETAIN FIRST FLUSH RUNOFF                                
**      DIVIDE SITE INTO 6 AREAS
**            A  EXISTING BUILDING, DON'T ANALYZE PER CURTIS CHERNE (2013)   
**            B  RETENTION POND FOR FIRST FLUSH                                                
**            C  RETENTION/DETENTION POND - ROUTE STORM THRU POND                                     
**            D  RETENTION/DETENTION POND - ROUTE STORM THRU POND                                    
**            E  DIRECT DISCHARGE (VEHICLE ACCESS TO SITE)                                            
**            F  RETENTION POND FOR FIRST FLUSH                                               
   
**  ***************************************************************************
**       BASIN C  DEVELOPED CONDITIONS                                               
   
**  ***************************************************************************
START               TIME=0    PUNCH CODE=0    UH=0   MC CODE=0  LINES=0
LOCATION            ALBUQUERQUE
RAINFALL            TYPE=12                                                    
                    QRTR=0.00in   ONE=2.01in  SIX=2.35in   DAY=2.75in         
                    DT=0.01
                                                
   
**  ***************************************************************************
**      COMPUTE 100 YR. HYDROGRAPGH FOR BASIN C                                     

**  ***************************************************************************
COMPUTE NM HYD      ID=1  HYDROGRAPH NO=101.0    DA=0.0004                   
                    %A=0   %B=18   %C=0   %D=82                              
                    TP=0.133333  MASS RAINFALL=-1  

PRINT HYD           ID=1   CODE=20                          
  
**  ***************************************************************************
**      ROUTE FLOW THROUGH DETENTION POND C                                         
**      POND OUTLET - 36" WEIR OVERFLOW & 4"PIPE ORIFICE TO DRAIN POND                              
  
**  ***************************************************************************
ROUTE RESERVOIR    
                    ID=2   POND OUTFLOW=102  INFLOW ID=1  CODE=5                  
                                                                  
                     OUT FLOW  (CFS)   STORAGE (AC FT)  ELEV (FT)
                        0.00             0.00            48.70
                        0.01             0.0013          48.80                     
                        0.01             0.0020          48.90          
                        0.01             0.0044          49.00              
                        0.01             0.0062          49.10           
                        0.01             0.0081          49.20              
                        0.01             0.0102          49.30              
                        0.01             0.0125          49.40               
                        0.01             0.0149          49.50                 
                        0.01             0.0174          49.60
                        0.2467           0.0201          49.70
                        0.6977           0.0230          49.80
                       
**  ***************************************************************************
**      COMPUTE 100 YR. HYDROGRAPGH FOR BASIN D                                     

**  ***************************************************************************
COMPUTE NM HYD      ID=3  HYDROGRAPH NO=103.0    DA=0.0002                   
                    %A=0   %B=15   %C=0   %D=85                              
                    TP=0.133333  MASS RAINFALL=-1  

PRINT HYD           ID=3   CODE=20                          
  
**  ***************************************************************************
**      ROUTE FLOW THROUGH DETENTION POND D                                         
**      POND OUTLET - 20" WEIR OVERFLOW & 4" PIPE ORIFICE TO DRAIN POND                                        
  
**  ***************************************************************************
ROUTE RESERVOIR    
                    ID=4   POND OUTFLOW=104  INFLOW ID=3  CODE=3                  
                                                                  
                     OUTFLOW  (CFS)   STORAGE (AC FT)  ELEV (FT)
                        0.00             0.00            49.00
                        0.01             0.0003          49.10                     
                        0.01             0.0009          48.20          
                        0.01             0.0015          48.30               
                        0.01             0.0022          49.40            
                        0.01             0.0030          49.50              
                        0.01             0.0038          49.60              
                        0.1370           0.0047          49.70               
                        0.3876           0.0056          49.80                 
                        0.7120           0.0066          49.90
                        
                                                                 
                          
FINISH