Skip to the record
Accept no imitations.

Original source · versioned page text

18-0165B Stormwater Management Report_Issue D

Attached to the e-mail Amended stormwater management report - 5, 12 & 18 Taylor Court, Cooroy (MCU18/0120 & RAL18/0013 OPW18/0197) Existing landuse parameter or MUSIC.

of 35

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

Page text read automatically using OCR, there may be inaccuracies

Original PDF page 9, section 1. The text section number identifies this passage in the reader.

8.2 Proposed Stormwater Treatment Train

All site stormwater runoff from the site is proposed to pass through a three bio-retention basins adjacent to the
southern boundary of the allotment prior to discharging through the existing drainage infrastructure.

The efficiency of the proposed treatment train has been identified using the Model for Urban Stormwater Improvement
Conceptualisation (MUSIC V6.3.0) developed by Monash University.

A schematic layout of the treatment train, as input into the MUSIC model, is shown in Figure 3 below.




                                       Figure 3 - MUSIC Version 6.3 Schematic Layout

The Rainfall Runoff Parameters for the source catchment nodes have been taken from Table 3.7 of Water By Design’s
– MUSIC Modelling Guidelines, Version 1.0 (2010) and are shown in Table 2 below.

                                            Table 3 – Rainfall Runoff Parameters

                               Rainfall threshold (mm/day)                         1
                                                Pervious Area Properties
                               Soil storage capacity (mm)                          18
                               Initial storage (% of capacity)                     10
                               Field capacity (mm)                                 80
                               Infiltration capacity coefficient – a               243
                               Infiltration capacity exponent - b                  0.6
                                                Groundwater Properties
                               Initial depth (mm)                                  50
                               Daily recharge rate (%)                             0
                               Daily baseflow (%)                                  31
                               Daily deep seepage rate (%)                         0

The pollutant load concentrations for the source catchment has been taken from Water By Design’s – MUSIC
Modelling Guidelines, Version 1.0 (2010) using the concentrations recommended for industrial areas.




HR DESIGN                                          Reference No: 18-0165D                                    Page 8 of 15
Log in to download the original file

18-0165B Stormwater Management Report_Issue D.pdf · 2.4 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”.