Canterbury-Bankstown Council - Prospect Creek FRMSP Report
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The Study Area The study area comprises four sub-catchments within the Canterbury-Bankstown Council Local Government Area (LGA) that drain to Prospect Creek: Georges Hall Sub-Catchment: Covering approximately 145 hectares, this area predominantly features residential land with notable reserves, such as Crest Reserve and Garrison Point Reserve. Lansdowne Sub-Catchment: Spanning 243 hectares, it includes residential areas alongside significant bushland and parklands, such as Lansdowne Park and Mirambeena Regional Park. Miller Road Sub-Catchment: Covering 50 hectares, this area includes residential zones with no defined water channels, relying on overland flow paths and a piped drainage network. Villawood Sub-Catchment: The largest at approximately 740 hectares, this area comprises residential and industrial zones with a network of concrete-lined open channels. A map of the study area is shown in Figure 1-2. Consultation Community and stakeholder consultation has been integral to this project. Key consultation activities included: Engagement with the Floodplain Management Committee throughout the project phases; Community feedback collected through online surveys, email submissions, and in-person sessions, with a total of 67 recorded responses during initial consultation; Public exhibition of the draft study and plan, incorporating input from 57 engagements; and Targeted discussions on identified issues, such as voluntary house raising and stormwater management concerns. Modelling of Flood Behaviour Canterbury-Bankstown Council has implemented a consistent and advanced approach for modelling stormwater catchment flooding. The methodology integrates a dynamically linked 2D/1D hydrodynamic model (TUFLOW), which simulates flood behaviours with precision. The TUFLOW model uses a two-dimensional grid to represent surface terrain while incorporating one-dimensional elements for stormwater pipes and channels. Overflow from drainage elements is accounted for, allowing flows to spill onto the grid and replicate overland and sheet flows across floodplains. Flood Risk Mapping & Development Controls Flood risk mapping for the Prospect Creek sub-catchments categorises the area into three flood risk precincts, guiding development controls: High Flood Risk Areas: Areas prone to significant flood damages and evacuation challenges, where development is generally restricted. Medium Flood Risk Areas: Zones with moderate risk, where damages can be mitigated with suitable controls. Low Flood Risk Areas: Regions with minimal risk where most developments are permitted, subject to planning regulations. Additionally, overland flow precincts have been identified to account for shallow inundation areas, enabling tailored development controls. The Flood Problem A comprehensive flood damages database was developed to evaluate flood impacts and inform flood mitigation strategies. Key findings include: Approximately 2,667 properties are impacted in the Probable Maximum Flood (PMF) event, with over 60% located in the Villawood sub-catchment. Average Annual Damages (AAD) across the sub-catchments exceed $93.7 million, with the Villawood sub-catchment contributing a significant portion due to its low-lying industrial areas. Flood mitigation measures were assessed, and recommendations for effective floodplain management have been outlined to address these challenges.
City Of Parramatta Council - Upper Parramatta River Catchment Floodplain Risk Management Study
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THE STUDY AREA The Upper Parramatta River catchment covers an area of 110 square kilometres and covers all land that drains to the Parramatta River upstream of its tidal limit at the Charles Street Weir, between the Barry Wilde Bridge (Wilde Avenue) and the Gasworks Bridge (Macarthur Street). Most of the catchment is urbanised and has a population of more than 230,000. However, there are significant areas of urban bushland, generally located along the major watercourses. A map of the study area is presented as Figure 1.1. The Upper Parramatta River has a number of tributaries that flow into it within the study area. The two largest tributaries are Toongabbie Creek and Darling Mills Creek. Other tributaries include the following: Brickfield Creek; Domain Creek; Finlaysons Creek; Coopers Creek; Pendle Creek (also known as Pendle Hill Creek); Greystanes Creek (also known as Girraween Creek); Grantham Creek; Blacktown Creek; Lalor Creek; Quarry Creek; The Quarry Branch (also known as Northmead Gully); Excelsior Creek; Blue Gum Creek; Rifle Range Creek; Hunts Creek. The Upper Parramatta River catchment includes parts of the following four local government areas (LGAs): Shire of Baulkham Hills — including the suburbs of Oatlands, Carlingford, North Rocks, Northmead, North Parramatta, West Pennant Hills, Castle Hill and Baulkham Hills; City of Blacktown — including the suburbs of Toongabbie, Seven Hills, Prospect, Blacktown, Lalor Park and Kings Langley; City of Holroyd — including the suburbs of Westmead, Wentworthville, South Wentworthville, Greystanes, Pendle Hill, Girraween, Prospect, Toongabbie and Merrylands West; City of Parramatta — including the suburbs of Parramatta, North Parramatta, Westmead, Northmead, Wentworthville, Toongabbie, Old Toongabbie and Winston Hills. OBJECTIVES OF THIS STUDY The primary objective of the current Upper Parramatta River Floodplain Risk Management Study and Plan is to bring together, and place in appropriate context, all past, current and proposed future activities related to the reduction of flood risk in the catchment. In broad terms, the current study has investigated what can be done to minimise the effects of flooding in the Upper Parramatta River catchment and recommended a strategy in the form of a Floodplain Risk Management Plan. As mentioned above, despite the expenditure of more than $35 million on flood mitigation works and measures since 1989, none of the four councils within the area of the Trust have adopted a formal Floodplain Risk Management Plan as required by the New South Wales (NSW) Government’s Flood Prone Land Policy. This study and plan constitute key components of the NSW Government’s floodplain risk management process as outlined in the Floodplain Management Manual (NSW Government, 2001) (see Section 1.4). Some of the objectives of the study include: briefly outlining the hydrological and hydraulic modelling activities that have been undertaken for the catchment to date; briefly reviewing the past, current and future flood-related activities of the Trust and the four constituent Councils; reviewing, in detail, issues relating to planning and development controls within the catchment’s floodplains; identifying additional floodplain risk management measures that particularly relate to community awareness about flooding, the release of flood-related information to the community, flood warning and emergency management; developing a mutually agreeable Floodplain Risk Management Plan for the Upper Parramatta River catchment that outlines the best measures to reduce flood damage, based on environmental, social, economic, financial and engineering considerations. Report The structure of this report is as follows: Chapter 2 summarises the flood problems, together with the behaviour and impacts of flooding in the Upper Parramatta River catchment. Chapter 2 also discusses the modelling of flood flows and flood levels in the catchment; Chapter 3 provides an overview of the previous