Original source · versioned page text
Appendix F - SBSMP
Very large file (11.9 MB): the original may take a few minutes to open or download. The page text below is quick to read.
Original PDF page 16, section 1. The text section number identifies this passage in the reader.
6.2.1.6 Proposed Treatment Devices
Bio-Retention System
The following table summarises the individual parameters used in the MUSIC model for the proposed
conventional bio-retention system.
Table 9 - Bio-Retention Details
Properties Basin 1
Extended Detention Depth (m) 0.30
Minimum Surface Area (m²) 35
Minimum Filter Area (m²) 35
Saturated Hydraulic 200
Conductivity (mm/hr)
Minimum Filter Depth (m) 0.4
Maximum TN Content (mg/kg) 400
Maximum Orthophosphate 30
Content (mg/kg)
6.2.1.7 Treatment Train Effectiveness
The table summarises the effectiveness of the proposed treatment trains modelled in MUSIC.
Table 10 - Treatment Train Effectiveness Result
Achieved
Inflows Outflows Targeted
Source Pollutants Treatment Train
(kg/yr) (kg/yr) Reduction
Reduction
Total Suspended Solids (kg/yr) 1250 239 80.9% 80%
Total Phosphorus (kg/yr) 2.34 0.619 73.6% 60%
Total Nitrogen (kg/yr) 13.1 6.53 50.1% 45%
Gross Pollutants (kg/yr) 128 0 100% 90%
Results show that the proposed treatment train achieves the required water quality objectives.
BR210522_SBSMP_Rev3.docx Page 16 of 25
See the original
The page text is free to read. Viewing or downloading an original file needs an account.
Log in to see the originalLog in to download the original file
The download may take a few minutes. On mobile data, it is best to wait for Wi-Fi.