RFI - Stormwater management (flood report)

iWBNM Lite
                     Comment#1 25 Pavilion Street
                     Comment#2 Existing (E01)                                                                     IMPORT                                                        SAVE & RUN
                     Comment#3 Sensitivity - Initial Loss=30mm                                                   CLEAR_ALL                                                        BROWSE                      WBNM_Run: C:\Projects\21-0166\003\wbnm2019_w64.exe
                                                                                                               RESULTS_ONLY                                                       BROWSE                   ARR2019 Gauge C:\Projects\21-0166\003\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: C:\Projects\21-0166\003\M01.wbn
           Calculation Timestep                        1 mins
                      Initial Loss                    30 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               0.095          50                                   1         2                10                                                                                                                                             HS
                                2 A01                   SINK              3.407          11                                   2         2                15                              WEIRS             Weir#1             Weir#2                     PIPES     Pipe#1       Pipe#2        Pipe#3      Elevation_m        Storage_m3
                                3                                                                                             3         2                20                       Diverts to Sub                                                 Diverts to Sub
                                4                                                                                             4         2                25                       Crest Elev [m]                                                     Invert [m]
                                5                                                                                             5         2                30                          Length [m]                                                     No. Barrels
                                6                                                                                             6         2                45                          Weir Coeff                                                       Ent. Type
                                7                                                                                             7         2                60                              D_Fact                                               Dia/(Width)[mm]
                                8                                                                                             8         2                90                          Directed to                                                  (Height)[mm]
                                9                                                                                             9         2                120                       Delay [mins]                                                    Disch-Factor
                               10                                                                                            10         2                180                                                                                        Directed to
                               11                                                                                            11         2                270                                                                                       Delay [mins]
                               12                                                                                            12         2                360
                                     SINK




                        RESULTS
                                             1                 2            3             4            5              6                  7                 8           9             10                       11                 12
Structure Averages                   2 AEP 10 mins      2 AEP 15 mins 2 AEP 20 mins 2 AEP 25 mins 2 AEP 30 mins
                                                                                                             2 AEP 45 mins        2 AEP 60 mins     2 AEP 90 mins 2 AEP 120 mins
                                                                                                                                                                             2 AEP 180 mins        2 AEP 270 mins            2 AEP 360 mins
                              Ex              0.0357           0.0416       0.0393        0.0414     0.0415            0.0392            0.0341           0.0303     0.0286             0.0236                        0.02     0.0227
                             A01              0.3245           0.5653       0.7014        0.7975     0.8861             0.827            0.8408           0.7957     0.7618             0.7146                      0.6182     0.6979




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                 0.036             0.044       0.042         0.042      0.043              0.04               0.038          0.031      0.029              0.025                       0.022       0.025
                           A01                 0.325             0.587       0.723         0.806      0.949             0.864               0.841          0.797      0.772              0.738                       0.675       0.729




Structure Actual above mean
             Inflow Peak [m3/s]
           Outflow Peak [m3/s]
            Inflow Volume [m3]
           Max Vol Stored [m3]
            Max Water Elev [m]