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Canterbury-Bankstown Council - Punchbowl Catchment Flood Study
Study Area The study area is located in south west Sydney and includes parts of the suburbs of Punchbowl, Mount Lewis and Greenacre. It is an urban catchment that drains through a stormwater pipe network and the Sydney Water open concrete channel drainage system in a north-easterly direction towards the Cooks River in the neighbouring Local Government Area (LGA) of Strathfield. It is important to note that the Punchbowl catchment does not represent the entire (hydrological) catchment to Juno Parade (at the Bankstown LGA boundary). The entire stormwater catchment is located in two LGAs; the western part of the catchment is situated in Bankstown City Council and the eastern part is situated in Canterbury City Council, covering parts of the suburbs of Roselands, Wiley Park and Lakemba. This report focuses on the study area only, although the model was developed for the entire catchment. For the remainder of this document and for clarity, the Punchbowl catchment in this report refers to the study area and is wholly located within Bankstown LGA while the entire catchment will be referred as the Punchbowl/Roselands catchment. Outcomes from the Study The main outcomes from this study include:,
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Canterbury-Bankstown Council - Georges Hall Catchment Flood Study
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The Study Area The Georges Hall study area is located in Bankstown, south west Sydney and is contained within the suburb of Georges Hall. The Georges Hall catchment area is approximately 140 hectares of predominantly residential land. Elevations range from over 50 mAHD in the east to approximately 2.5 mAHD along the banks of Prospect Creek and the Georges River. The catchment drains in a westerly direction along three distinct drainage lines though much of the flow is overland with the first noticeable channel appearing within the Amaroo Reserve towards the downstream extent of the study area. The Georges Hall catchment is bounded to the north by Flinders Road, south by Birdwood Road and Beale Street, to the east by the Crest Reserve and to the west by the Georges River. The catchment forms part of the wider Prospect Creek / Georges River catchment which discharges into Botany Bay. The eastern boundary of the study area in Crest Reserve forms the catchment divide with the Villawood Drain catchment, which itself is a tributary of Prospect Creek. More information relating to the hydrological catchment is outlined in the Georges Hall Catchment Flood Modelling Report, in Appendix B. The Floodplain Management Process The prime responsibility for planning and management of flood prone land in New South Wales rests with local government. The NSW Government provides assistance on state-wide policy issues and technical support. Financial assistance is also provided to undertake flood studies and floodplain management studies, and for the implementation of works identified in these studies. Flood Prone Land Policy and the Floodplain Development Manual (NSW Government, 2005) form the basis of floodplain management in New South Wales. The objectives of the Policy include:,
Canterbury-Bankstown Council - Cooks River - Stormwater Management Plan Report
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Shoalhaven City Council - Kangaroo Valley Flood Study - Hydraulic Model
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MIKE-11
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
Lockhart Shire Council - The Rock Flood Study - Hydraulic Model Output (Options)
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Lockhart Shire Council - Lockhart Flood Study - Hydrologic Model Input
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WBNM
Infrastructure NSW - Wianamatta South Creek Catchment Flood Study - Existing Conditions - report
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Revision I (May 2022).
Warren Shire Council - Macquarie River Floodplain Management Study - Hydraulic Flood Levels & Hot Spot Report (DRAFT B)
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Lockhart Shire Council - Lockhart Flood Study - Hydraulic Model Output
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TUFLOW
Council Of The City Of Sydney - City Area Catchment Floodplain Risk Management Plan (Draft) - Report
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Complete report