Skip to the record
Beware of cheap imitations.

Council archive · source document

Request to Amend Application and Response to DSDIP's Information Request · MCU14/0009

Attached to the e-mail MCU14/0009 information response and request to amend application.

of 33

Text shows just the words. Original shows the document exactly as it was published.

Check the original when the exact wording matters.

    iWBNM Lite

             iWBNM Lite

1 Project Details
                         Project ID
               Project Description     Industrial Development - EXISTING CASE
                   Project Location    1 Factory Street, Pomona


2 General Parameters                                                                               3 Rain Gauge Data

               Lag Parameter (C)                          2                                                Choose Rain Gauge from Database                                                      Add to Database:   Name      Pomona        Zone                  3     Add
                 Stream Lag Factor                        1                                                                                                                                          2yr           50yr
                                                                                                            Pomona
             Calculation Timestep                         1 mins                                                                                                                         1 hr       47.98          88.59         4.39     F2            Ave Rain     1674
                        Initial Loss                      0 mm                                          Pomona                                                                          12 hr       10.23          21.13        17.57     F50           %Rough         0
             Continuing Loss Rate                       2.5 mm/hr                                                                                                                       72 hr        3.38           7.61         0.15     G       MAF (0.0-1.0)      0.87


4 Topology                                                                                         5 Structure Data
          Subarea          Name           Connects to          Area       Impervious                                           Subarea          IWL          Storage_Fac                            Type                                             Elevation       Storage
                          SINK                                  ha             %                                                                                                                                                                        m              m3
                  1 SUBA               SINK                   0.1636          69                                   Weir           1              2                   Pipe/Box                         1              2            3
                  2                                                                                       Diverts to Sub                                         Diverts to Sub
                  3                                                                                       Crest Elev [m]                                             Invert [m]
                  4                                                                                          Length [m]                                            No. Barrels
                  5                                                                                          Weir Coeff                                           Ent. Type
                  6                                                                                        Disch-Factor                                     Dia/(Width)[mm]
                  7                                                                                          Directed to                                          (Height)[mm]
                  8                                                                                        Delay [mins]                                           Disch-Factor
                  9                                                                                                                                                 Directed to
                 10                                                                                                                                               Delay [mins]
             Total                                              0.2          69.0


6 Storm Data                                                                                       7 Save & Run
            Storm           ARI          Duration [mins]
                  1          1                   15                                                                  Save & Run                   Shortcut: Shift + Ctrl + L
                  2          2                   15
                  3          5                   15                                                                        Most Recent File: C:\Users\Brendon\Documents\WORK\02 Projects\47 Pomona Service Station\Design\WBNM\E01\E01a.wbn
                  4         10                   15                                                            Location of WBNMRun.exe: C:\Users\Brendon\Documents\WORK\02 Projects\31 Simpson Street SMP\Design\WBNM\wbnm2012\2012_executables\WBNMrun.exe
                  5         20                   15
                  6         50                   15
                  7        100                   15
                  8        PMF                   15


8 Results
                      RESULTS FOR:     C:\Users\Brendon\Documents\WORK\02 Projects\47 Pomona Service Station\Design\WBNM\E01\E01a_Meta.out
            Storm            1                    2             3              4              5                6                  7              8                                                                          Hydrographs
                        1 Yr 15 Min       2 Yr 15 Min       5 Yr 15 Min   10 Yr 15 Min   20 Yr 15 Min    50 Yr 15 Min       100 Yr 15 Min   PMF Yr 15 Min                                 0.5
                                            3
     Peak Flowrates at Subarea Outlet [Q m /s]                                                                                                                                                                                                                          SUBA(1 Yr
                                                                                                                                                                                                                                                                        15 Min)
            SUBA          0.048                 0.062         0.078         0.088          0.101            0.112              0.125            0.47                                    0.45
                                                                                                                                                                                                                                                                        SUBA(2 Yr
                                                                                                                                                                                                                                                                        15 Min)
                                                                                                                                                                                                                                                                        SUBA(5 Yr
                                                                                                                                                                                          0.4                                                                           15 Min)
                                                                                                                                                                                                                                                                        SUBA(10
                                                                                                                                                                                                                                                                        Yr 15 Min)
                                                                                                                                                                                        0.35                                                                            SUBA(20
                                                                                                                                                                                                                                                                        Yr 15 Min)
                                                                                                                                                                                                                                                                        SUBA(50
                                                                                                                                                                      Flowrate [m3/s]




                                                                                                                                                                                          0.3                                                                           Yr 15 Min)
                                                                                                                                                                                                                                                                        SUBA(100
                                                                                                                                                                                                                                                                        Yr 15 Min)
                                                                                                                                                                                        0.25                                                                            SUBA(PMF
                                                                                                                                                                                                                                                                        Yr 15 Min)
                                                                                                                                                                                                                                                                        ()
                                                                                                                                                                                          0.2
                                                                                                                                                                                                                                                                        ()

       Inflow Peak                                                                                                                                       m3/s
                                                                                                                                                                                                                                                                        ()
                                                                                                                                                         m /s3                          0.15
     Outflow Peak
                                                                                                                                                                                                                                                                        ()
    Inflow Volume                                                                                                                                        m3
    Max Vol Stored                                                                                                                                       m   3                            0.1                                                                           ()

   Max Water Elev                                                                                                                                        m                                                                                                              ()
                                                                                                                                                                                        0.05
                                                                                                                                                                                                                                                                        ()

                                                                                                                                                                                            0
                                                                                                                                                                                                0           10            20        30          40           50
                                                                                                                                                                                                                           Time [mins]




                                                                                                                                                                                                1

Used in these records

About this file

File size
5.2 MB (large file)
File type
PDF

No other editions are linked here.

Original file

Log in to download the original file

Request to Amend Application and Response to DSDIP's Information Request.pdf · 5.2 MB (large file)

The download may take up to a minute.

The supporting record

Open full page ↗

Source document

Analyse documents ↗Open full page ↗

My Comparisons

Choose two to four records of the same kind. Drag using a handle or use the “Compare” buttons.

Your selected records are saved in this browser for your account. Results use the filters on the page where you choose “Compare selected”.