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                     Comment#1 25 Pavilion Street
                     Comment#2 Developed (D01)                                                                    IMPORT                                                        SAVE & RUN
                     Comment#3                                                                                   CLEAR_ALL                                                        BROWSE                      WBNM_Run: H:\21\21-0166 25 Pavilion Street, Pomona - SMP\Design\Water Resources\WBNM\002\wbnm2019_w64.exe
                                                                                                               RESULTS_ONLY                                                       BROWSE                   ARR2019 Gauge H:\21\21-0166 25 Pavilion Street, Pomona - SMP\Design\Water Resources\WBNM\002\PomonaIFD.csv
                                                                                                                                                                                                                                                                                       Note this must be in same location as runfile
       GENERAL_PARAMETERS                                 DEFAULTS                                                                                                                BROWSE                  ARR_Catchment: QLD_ARR_Datahub.txt                                                Note this must be in same location as runfile
             Lag Parameter (C)                       1.6                                                                                                                          BROWSE                     ARR_Patterns: QLD_ECnorth_Increments.csv                                       Note this must be in same location as runfile
              Stream Lag Factor                        1                                                                                                                                                      LAST_BUILD: H:\21\21-0166 25 Pavilion Street, Pomona - SMP\Design\Water Resources\WBNM\002\D01.wbn
           Calculation Timestep                        1 mins
                      Initial Loss                    10 mm
           Continuing Loss Rate                      2.4 mm/hr                                                     RAINGAUGE           TIPS           PomonaIFD


                     TOPOLOGY                                                                                         STORMS           TIPS                    ARR                  STRUCTURE
                         Subarea          Name           Connects_to     Area_ha        Imp_%                      Storm#            AEP (ARI)        Dura_mins                   Subarea                    IWL               D-Fact            Type             %Per to LS   %Imp to LS
                                1 Ex                    A01              0.138           50                                   1         1                10                                                                                                                                             HS
                                2 A01                   A02              2.077           50                                   2         1                15                              WEIRS             Weir#1             Weir#2                     PIPES     Pipe#1       Pipe#2        Pipe#3      Elevation_m        Storage_m3
                                3 A02                   SINK             1.3543           5                                   3         1                20                       Diverts to Sub                                                 Diverts to Sub
                                4                                                                                             4         1                25                       Crest Elev [m]                                                     Invert [m]
                                5                                                                                             5         1                30                          Length [m]                                                     No. Barrels
                                6                                                                                             6         1                45                          Weir Coeff                                                       Ent. Type
                                7                                                                                             7         1                60                              D_Fact                                               Dia/(Width)[mm]
                                8                                                                                             8         1                90                          Directed to                                                  (Height)[mm]
                                9                                                                                             9         1                120                       Delay [mins]                                                    Disch-Factor
                               10                                                                                            10         1                180                                                                                        Directed to
                               11                                                                                            11         1                270                                                                                       Delay [mins]
                               12                                                                                            12         1                360
                                  SINK




                        RESULTS
                                             1                 2            3             4            5              6                  7                 8           9             10                       11                 12
Structure Averages                   1 AEP 10 mins      1 AEP 15 mins 1 AEP 20 mins 1 AEP 25 mins 1 AEP 30 mins
                                                                                                             1 AEP 45 mins        1 AEP 60 mins     1 AEP 90 mins 1 AEP 120 mins
                                                                                                                                                                             1 AEP 180 mins        1 AEP 270 mins            1 AEP 360 mins
                              Ex              0.0853           0.0835       0.0748        0.0763     0.0747             0.0685           0.0604           0.0524      0.048             0.0396                      0.0353      0.0377
                             A01               1.038           1.0423       0.9784        1.0085     1.0057             0.9229           0.8182           0.7396     0.6697             0.5944                      0.5269      0.5788
                             A02              1.1618           1.3678       1.3779        1.4095      1.361             1.2862           1.1624           1.0737     0.9518             0.8984                      0.7834      0.8864




Structure_averages
             Inflow Peak [m3/s]
           Outflow Peak [m3/s]
            Inflow Volume [m3]
           Max Vol Stored [m3]
            Max Water Elev [m]
ARR2019 Actual above mean
                            Ex                 0.087             0.084        0.075        0.079      0.075              0.074              0.061          0.055      0.048              0.041                       0.038       0.041
                           A01                 1.041             1.053         0.98        1.037      1.048              1.006              0.822          0.756       0.69              0.617                       0.572        0.62
                           A02                 1.163             1.377        1.392        1.418      1.366              1.324               1.18          1.097      0.967              0.918                       0.852       0.932