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RFI - Attachment F - Engineering Report
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Evaluation of Gully Pit Inlet Litter Control Systems– Brisbane City Council and Gold Coast City Council
200
160
120
Depth at Invert (mm)
80
fine mesh no pollution
fine mesh with pollution
40 coarse mesh with pollution
coarse mesh no pollution
standard inlet
0
0 50 100 150 200 250 300 350 400
Approach Flow (L/s)
Figure 9: Sag test results (depth at invert)
Discussion of results
Both baskets were effective in capturing and retaining a large proportion
of litter at flows up to 100L/sec. At 1% longitudinal slope the fine mesh
basket was slightly better in capture performance, whilst at the 12% slope
the coarse mesh basket was slightly better.
The fine mesh basket resulted in lower depths at invert at the same
approach flow than for the coarse mesh basket. This is due to the
resuspension of litter in the basket at high approach flows. Only 10% of
the 20L of litter added to the fine mesh basket was retained, where as
50% was retained by the coarse mesh basket.
3.5 Chamber Water Level Pre-testing
Testing was carried out to determine the effects on inlet capture as a
result of high chamber water level. Tests were conducted for the 1, 4 and
12% longitudinal grades. It was observed that with the short lintel
(2.4m) a high CWL of 150mm below the gutter invert did not affect the
capture performance.
Urban Water Resources Centre 19 University of South Australia
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