RFI - stormwater report

iWBNM Lite
                     Comment#1 Pottery E01
                     Comment#2 Existing                                                                           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_E01.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           5                                   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              0.5598             0.569      0.5385        0.5478      0.5413            0.4993           0.4443           0.3999     0.3513             0.3234                      0.2875      0.3165




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                 0.561             0.579        0.548           0.575    0.565             0.542              0.462          0.414      0.364              0.332                       0.307       0.335