RFI - stormwater report

iWBNM Lite
                     Comment#1 Pottery D01
                     Comment#2 Developed                                                                             IMPORT                                                        SAVE & RUN
                     Comment#3                                                                                      CLEAR_ALL                                                        BROWSE                      WBNM_Run: H:\19\19-0155 Aquaintel Project Work\2020023_30PotteryStreetSWMP\WBNM\wbnm2019_w64.exe
                                                                                                                  RESULTS_ONLY                                                       BROWSE                   ARR2019 Gauge H:\19\19-0155 Aquaintel Project Work\2020023_30PotteryStreetSWMP\WBNM\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:\19\19-0155 Aquaintel Project Work\2020023_30PotteryStreetSWMP\WBNM\Pottery_D01.wbn
           Calculation Timestep                        1 mins
                      Initial Loss                     0 mm
           Continuing Loss Rate                      2.5 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 A01                      SINK              1.256          48                                   1         1                10                                                                                                                                             HS
                                2                                                                                                2         1                15                              WEIRS             Weir#1             Weir#2                     PIPES     Pipe#1       Pipe#2        Pipe#3      Elevation_m        Storage_m3
                                3                                                                                                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
                             A01               0.693                0.68         0.625       0.6319     0.6175             0.5638           0.5033           0.4465     0.3989             0.3493                      0.3112      0.3339




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
                           A01                       0.7           0.692         0.649        0.633      0.621              0.594              0.548          0.448      0.405              0.359                       0.333       0.359