Original source · versioned page text
RFI - Attachment F - Engineering Report
Very large file: it may take a few minutes
The original of this document is very large (15.7 MB). Opening the original or downloading it may take a few minutes. Please be patient and don't click again. The page text is quick to read. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Evaluation of Gully Pit Inlet Litter Control Systems– Brisbane City Council and Gold Coast City Council
SUMMARY
Stormwater pollution control is usually managed near source or at the
end of a drainage system. The Brisbane City Council and Gold Coast
City Council are currently investigating several options of managing
stormwater litter at the source utilising their Lip-in-Line Gully Pit (small
lintel).
A range of devices are currently available to collect litter using the gully
pit, however there is limited information regarding;
• The effect on the inlet hydraulic capture performance, and
• the effectiveness of litter capture.
Four litter control systems were evaluated for both on-grade and sag
conditions with varying approach flows up to 320 L/sec. Test results and
observations included:
• The horizontal bar placed across the inlet had little effect on
hydraulic capture for on-grade slopes. However for sag conditions
and at flows above 200 L/sec, the hydraulic capture capacity was
reduced. Depths at invert were up to 50mm greater for the case
without litter and up to 120mm greater with litter.
• Both the mesh and tray basket inserts were ineffective in collecting
and retaining litter. Both systems had no significant effect on the
hydraulic capture capacity of the gully pit.
• The Enviropod basket is capable of collecting and retaining
considerable amounts of pollution at flow rates up to 320 L/sec.
Resuspension of pollution occurred at flows above 100 L/sec,
however the unit still retained up to 70% of pollution at 1%
longitudinal slope at an approach flow of 320 L/sec. The Enviropod
basket affected the hydraulic capture capacity of the gully pit at 12%
grade due to blockage caused by litter trapped in the overflow outlet.
Urban Water Resources Centre 3 University of South Australia
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
Very large file: the download may take a few minutes. If you are on mobile data, it is best to wait until you are on Wi-Fi.
Searchable page text hides email addresses. Original files are unchanged and may show email addresses.