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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


                                         180


                                         160


                                         140


                                         120




                  Depth at Invert (mm)
                                         100


                                         80


                                         60


                                         40
                                                                                                                        Standard pit


                                         20
                                                                                                                   Tray basket insert


                                          0
                                               0   50    100      150          200            250         300         350               400
                                                                        Approach Flow (L/s)




                                                        Figure 6: Sag results - tray basket.




                3.4 Enviropod Testing


                Hydraulic testing, including high chamber water level (CWL) pre-testing,
                and pollution capture performance testing was carried out for the
                Enviropod basket. Two basket (collection bag) types were assessed; a
                coarse and a fine fabric.


                Test results and observations:
                During initial tests, plastic sheeting on both the front and back sides of
                the basket failed when subjected to high flows (>100L/sec). The sides
                were subsequently replaced with sheet metal.


                Litter Capture Performance


                On-grade


                During the initial tests, all of the litter (10L) was captured with approach
                flow set at 25L/sec. It was decided to increase the amount of litter until
                bypass occurred. 30L of litter was collected (at 25L/sec) before bypass.
                Urban Water Resources Centre                              14                        University of South Australia
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