@prefix adms: <http://www.w3.org/ns/adms#> .
@prefix dcat: <http://www.w3.org/ns/dcat#> .
@prefix dct: <http://purl.org/dc/terms/> .
@prefix foaf: <http://xmlns.com/foaf/0.1/> .
@prefix gsp: <http://www.opengis.net/ont/geosparql#> .
@prefix hydra: <http://www.w3.org/ns/hydra/core#> .
@prefix locn: <http://www.w3.org/ns/locn#> .
@prefix owl: <http://www.w3.org/2002/07/owl#> .
@prefix rdf: <http://www.w3.org/1999/02/22-rdf-syntax-ns#> .
@prefix rdfs: <http://www.w3.org/2000/01/rdf-schema#> .
@prefix schema: <http://schema.org/> .
@prefix skos: <http://www.w3.org/2004/02/skos/core#> .
@prefix spdx: <http://spdx.org/rdf/terms#> .
@prefix time: <http://www.w3.org/2006/time> .
@prefix vcard: <http://www.w3.org/2006/vcard/ns#> .
@prefix xml: <http://www.w3.org/XML/1998/namespace> .
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<https://flooddata.ses.nsw.gov.au/dataset/053ce85a-4378-43ab-bf7b-c472396b6d15> a dcat:Dataset ;
    dct:description "Concept Design of Bellambi Gully Scheme, Channel, culvert and pipe works downstream of Pioneer Road, Bellmabi " ;
    dct:identifier "053ce85a-4378-43ab-bf7b-c472396b6d15" ;
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    dct:modified "2020-12-07T22:34:00.839851"^^xsd:dateTime ;
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<https://flooddata.ses.nsw.gov.au/dataset/08b634c3-3756-49ff-8b26-9caaac100f6a> a dcat:Dataset ;
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* Updated study area\r
* Lemon Tree Passage Road upgrade\r
* WRL AnnaBay MainDrain MIKE11\r
* DPI floodgates register\r
* PSC data\r
* Anna Bay zoning\r
* RMS Nelson Bay Rd upgrade\r
* OEH Tilligerry Creek bathymetry""" ;
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            vcard:fn "Cardno NSW/ACT" ] ;
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    dct:description """Sydney - Hydrological Aspects of Storms November 1984\r
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    dct:description """#Objectives\r
Strathfield Municipal Council engaged WMAwater to undertake the Cooks River and Coxs Creek Flood Study utilising current technology and data. The information and results obtained from the study will provide a firm basis for the development of targeted stormwater management studies, and a subsequent Floodplain Risk Management Study and Plan.\r
\r
The study was developed in order to meet the primary objective of defining the flood behaviour (2, 5, 10, 20, 100 and 200 year ARI design storms and the Probable Maximum Flood) in the Cooks River and Coxs Creek catchment and to: define flood behavior in terms of flood levels, depths, velocities, flows and flood extents within the Cooks River and Coxs Creek catchment study area, prepare flood hazard and flood extent mapping, prepare suitable models of the catchment and floodplain for use in a subsequent Floodplain Risk Management Study. to assess the adequacy and capacity of Council's existing pipe network and quantify\r
overland flows, to consider the potential effects of a climate change induced increase in design rainfall intensities.\r
\r
This report details the results and findings of the Flood Study investigations. The key elements include: \r
\r
* description of study area, \r
* results of distribution of questionnaires (Figure 5), \r
* a summary of available historical flood related data, \r
* calibration of the hydrologic and hydraulic models, \r
* definition of the design flood behaviour for existing conditions through the analysis and interpretation of model results sensitivity analysis and the assessment of the effects of a climate change induced increase in design rainfall intensities.\r
\r
A glossary of flood related terms is provided in Appendix A.\r
\r
#The Study Area\r
The Cooks River and Coxs Creek have a combined\r
catchment area of approximately 22km2 contributing\r
up to Punchbowl road. The contributing catchment\r
includes some areas from the suburbs of Strathfield\r
South, Enfield, Enfield South, Rookwood, Belfield,\r
Chullora, Potts Hill, Bankstown North, Greenacre,\r
Punchbowl, Mt Lewis, Wiley Park, Roselands, and\r
Belmore.\r
\r
__Outcomes:__ The main outcomes of this study are: \r
* full documentation of the methodology and results, \r
* preparation of flood contour, depth, velocity, hazard and extent maps for the study area, \r
* a modelling platform that will form the basis for a subsequent Floodplain Risk Management Study and Plan.\r
\r
__Recommendations:__ This Flood Study should be adopted by Council before proceeding with the subsequent floodplain risk management Study and Plan. As part of these subsequent studies a risk analysis of the implications of climate change on flooding should be undertaken.\r
\r
The key recommendation from this study is to highlight the importance of collecting and maintaining a database of historical rainfall and flood height data. It is vital that information from future flood events is collected within 24 hours and the magnitude and direction of flow paths through private property recorded. This information will significantly improve the accuracy of the design flood levels and extents and ensure that known flood areas are identified and assessed. Data collection can be undertaken by Council Officers digitally photographing flood marks etc. (they can be levelled later based on the photograph) and possibly mailing out a resident questionnaire requesting information and photographs. Unfortunately if this process is not done quickly, information is lost forever.\r
\r
Stormwater within this section is carried within the\r
underground piped network and open channel\r
system, or when this is exceeded, along roads or\r
through private property.""" ;
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    dct:description """The Narrabeen Lagoon Floodplain Risk Management Study and Plan were prepared on behalf of Northern Beaches Council, formerly known as Pittwater, Warringah and Manly Councils. It builds upon the previous work presented in the Narrabeen Lagoon Flood Study (2013).\r
\r
The Narrabeen Lagoon catchment is located on Sydney’s northern beaches. The catchment is around 55 km2 and drains to the Tasman Sea via the lagoon entrance discharging at North Narrabeen Beach. The catchment encompasses several major sub-catchments including Nareen Creek, Mullet Creek, Narrabeen Creek (incorporating Fern Creek), Deep Creek, Middle Creek (incorporating Snake Creek, Oxford Creek and Trefoil Creek) and South Creek (incorporating Wheeler Creek). Flooding in the catchment can pose a risk to some residents and other properties located near creeks and around Narrabeen Lagoon. Narrabeen Lagoon is the largest coastal lagoon located in the Sydney metropolitan region, with a waterway area of 2.2 km2. It is an Intermittently Closed and Open Lake or Lagoon (ICOLL) with a relatively narrow entrance channel. The entrance channel condition can act as a significant control on flood behaviour in the lower catchment.\r
\r
The early sections of the report provide context through a description of the social and economic character of the catchment, review of the data available for the study area, and outline of the community consultation process undertaken as part of this study. Further assessment of the existing flood behaviour has been undertaken, including an assessment of flood hazard and a review of climate change impacts. In addition, current average annual flood damage for the Narrabeen Lagoon floodplain has been estimated to be approximately $11,540,886 for the properties examined.\r
\r
A review of existing emergency management, current flood policies, impacts of future development, and lagoon entrance management was used to develop a range of flood mitigation options. A detailed economic assessment of the options’ costs and benefits has been conducted followed by community and stakeholders preferences and comments during Public Exhibition; the previous works and consultation informed a multi-criteria assessment and review of the feasibility of the options. The MCA scores of the emergency management and flood modification options have been combined to produce rankings of options and an implementation preference list.\r
\r
The review and analysis undertaken as part of this FRMS has identified that the most effective structural option for the Narrabeen Lagoon floodplain is the continuation of the sand clearance from above and below Ocean Street bridge, the currently implemented lagoon entrance strategy since 1978. The other structural options that scored well in the MCA relate to controlling flood risk in the upper portions of tributaries. Four of the top five ranked options relate to drainage upgrades or levees at locations along South Creek or Narrabeen Creek. All five emergency management options are ranked highly based on MCA scores with the other nonstructural option, Flood Planning Level revision, also \r
 recommended for implementation. These options all rank well in that they provide \r
 significant improvements to flood risk for the floodplain without the same level of capital investment required for the majority of structural options.\r
""" ;
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        "Massey Park",
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        "Lemon Tree Passage",
        "Mallabula",
        "Nelson Bay Road",
        "One Mile",
        "Salt Ash",
        "Taylors Beach",
        "Tilligerry Creek" ;
    dcat:theme <Land%20and%20Resource%20Management> .

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    dct:title "Anna Bay Tilligerry Creek Flood Study - Flood Mapping" ;
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The study area is located on the lower North Coast of NSW, and includes areas on the Tomaree Peninsula and Tilligerry Peninsula, located on either side of Tilligerry Creek \r
Flooding in the study area is complex and during major events, floodwaters can interact with the Hunter River, Fullerton Cove and Tilligerry Creek, all of which have tidal influences and also contribute to flooding. This flood study involves the  development and calibration/verification of hydrologic models and hydraulic models to determine the nature and extent of flooding in the area.\r
\r
#Purpose of this Flood Study\r
The purpose of this study is to investigate the existing and future flood risks in the study area and to provide information for the development of the subsequent floodplain risk management study and plan in accordance with the NSW Government’s Floodplain Development Manual.\r
\r
#Objectives\r
* Develop and calibrate/verify hydrologic and hydraulic models for the estimation of overland and mainstream flood behaviour in the study area, taking into account the influence and interaction of the various flooding mechanisms in the study area. The models are also to consider the performance of floodgates, hydraulic structures and the stormwater drainage network including overflows from the\r
drainage network.\r
\r
* Determine and describe design flooding behaviour and flood risk in the study area under the full permissible level of development and for current climate conditions, for a range of flood events between the 20% Annual Exceedance Probability (AEP) event and the Probable Maximum Flood (PMF) event.\r
\r
* Assess the sensitivity of flood behaviour to changes in hydrologic and hydraulic characteristics in the catchments.\r
\r
* Assess the impact of climate change on flood levels in the study area.\r
\r
* Mapping of flooding characteristics (depth, level, velocity), flood hydraulic and hazard categories.\r
\r
* Determine the Flood Planning Level (FPL) and Flood Planning Area (FPA), based on the 1% AEP event under future climate conditions – 2100 sea level rise (+0.9m above existing) and 20% increase in rainfallintensity.\r
\r
* Identify the flood emergency response categories for different parts of the catchment and community.\r
\r
* Identify and describe key flood problem areas, including potential mitigation.\r
\r
* Analyse potential mitigation options for selected flood problem areas.\r
\r
The outcomes from this flood study will form the basis for the identification, assessment and prioritisation of management measures during the subsequent floodplain risk management study and plan.""" ;
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}"""^^<https://www.iana.org/assignments/media-types/application/vnd.geo+json> ] ;
    dct:title "Anna Bay and Tilligerry Creek Flood Study" ;
    dcat:contactPoint [ a vcard:Organization ;
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    dcat:keyword "Anna Bay",
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        "Mallabula",
        "Nelson Bay Road",
        "One Mile",
        "Salt Ash",
        "Taylors Beach",
        "Tilligerry Creek" ;
    dcat:theme <Land%20and%20Resource%20Management> .

<https://flooddata.ses.nsw.gov.au/dataset/3fb3e363-6b5f-4593-b557-340b96ff4bad> a dcat:Dataset ;
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    dct:language "en" ;
    dct:modified "2019-07-01T02:45:11.152566"^^xsd:dateTime ;
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}"""^^<https://www.iana.org/assignments/media-types/application/vnd.geo+json> ] ;
    dct:title "Casino Floodplain Risk Management Plan - Report" ;
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            vcard:fn "WBM Oceanics Australia" ] ;
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        "Floodplain Risk Management Plan",
        "Richmond River",
        "Wardell",
        "Wiangaree",
        "Woodburn" ;
    dcat:theme <Land%20and%20Resource%20Management> .

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    dct:title "Casino - Floodplain Risk Management Plan" ;
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    dct:modified "2020-11-19T00:22:57.900918"^^xsd:dateTime ;
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    dct:description """The Exile Bay catchment covers a 345 hectare area with elevations that range from approximately 33m AHD to sea level at the Saltwater Creek channel and then discharges into Exile Bay proper. There are approximately 3700 cadastral lots within the catchment and as demonstrated in the recent flood event of 28 November 2018, heavy rainfall can cause flooding in the area, impacting both homes and commercial premises.\r
\r
A key output of the study is a field checked set of “tagged” properties (i.e. lots within the FPA and subject to flood related development controls (see Section 9.6)). To achieve this output a calibrated best practise model is applied to the task of defining the 1% AEP event levels and flows. The purpose of this report is to inform stakeholders, especially Council, of the work completed to date, the history of flooding in the catchment and recommend to provide a basis for further work under the Floodplain Risk Management Program.\r
\r
###Flood_data\r
Contains gauge data collected as part of the study\r
\r
###Hydraulic\r
Contains the hydraulic model and associated data, including LiDAR and survey\r
The TUFLOW model uses version 2016-03-AE-iDP-w64 \r
\r
###Hydrology\r
Contains the hydrologic model and GIS layer of subcatchments\r
The DRAINS model uses version 2019.02 (64 bit)\r
\r
###Results\r
Contains model results for historical and design flood events\r
For ease of use, a single flood level grid is provided for each output (depth, level, etc) and design event. \r
It also contains results from mitigation testing and the flood damages spreadsheet\r
\r
###Report\r
Contains the final flood study report including all figures.""" ;
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    dct:title "Richmond River Flood Mapping Study - Report Vol 2" ;
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        "McPherson Ranges",
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    dct:description """In 1978 the Commonwealth and State Governments initiated a series of floodplain management studies for the major coastal rivers of New South Wales. The thirteen studies carried out by various consultants under the supervision of a Steering Committee did not include the Bega Valley. This study seeks to redress the situation, and the report has been prepared so as to be consistent with revised Government Flood Policy.\r
\r
The study's initial phase consisted of collecting and analysing all available flood-related data within the valley. This was undertaken and the information plotted on overlay maps. The second phase of the study, detailed in this report, outlines the extent of the flood problem generally in the valley. It considers in broad terms the various flood mitigation options to reduce or eliminate the identified problems.""" ;
    dct:identifier "61102a76-15d7-4cf6-8ff8-f1d71d561662" ;
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    dct:language "en" ;
    dct:modified "2020-06-30T05:17:52.654155"^^xsd:dateTime ;
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        "Bemboka River",
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        "Mogareka Inlet" ;
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    dct:description """#THE STUDY AREA\r
The Upper Parramatta River catchment covers an area of 110 square kilometres and\r
covers all land that drains to the Parramatta River upstream of its tidal limit at the\r
Charles Street Weir, between the Barry Wilde Bridge (Wilde Avenue) and the Gasworks\r
Bridge (Macarthur Street). Most of the catchment is urbanised and has a population of\r
more than 230,000. However, there are significant areas of urban bushland, generally\r
located along the major watercourses.\r
\r
A map of the study area is presented as Figure 1.1. The Upper Parramatta River has\r
a number of tributaries that flow into it within the study area. The two largest tributaries\r
are Toongabbie Creek and Darling Mills Creek. Other tributaries include the following:\r
\r
* Brickfield Creek;\r
* Domain Creek;\r
* Finlaysons Creek;\r
* Coopers Creek;\r
* Pendle Creek (also known as Pendle Hill Creek);\r
* Greystanes Creek (also known as Girraween Creek);\r
* Grantham Creek;\r
* Blacktown Creek;\r
* Lalor Creek;\r
* Quarry Creek;\r
* The Quarry Branch (also known as Northmead Gully);\r
* Excelsior Creek;\r
* Blue Gum Creek;\r
* Rifle Range Creek;\r
* Hunts Creek.\r
\r
The Upper Parramatta River catchment includes parts of the following four local\r
government areas (LGAs):\r
\r
* Shire of Baulkham Hills — including the suburbs of Oatlands, Carlingford, North\r
Rocks, Northmead, North Parramatta, West Pennant Hills, Castle Hill and\r
Baulkham Hills;\r
* City of Blacktown — including the suburbs of Toongabbie, Seven Hills, Prospect,\r
Blacktown, Lalor Park and Kings Langley;\r
* City of Holroyd — including the suburbs of Westmead, Wentworthville, South\r
Wentworthville, Greystanes, Pendle Hill, Girraween, Prospect, Toongabbie and\r
Merrylands West;\r
* City of Parramatta — including the suburbs of Parramatta, North Parramatta,\r
Westmead, Northmead, Wentworthville, Toongabbie, Old Toongabbie and\r
Winston Hills.\r
\r
#OBJECTIVES OF THIS STUDY\r
The primary objective of the current Upper Parramatta River Floodplain Risk\r
Management Study and Plan is to bring together, and place in appropriate context, all\r
past, current and proposed future activities related to the reduction of flood risk in the\r
catchment. In broad terms, the current study has investigated what can be done to\r
minimise the effects of flooding in the Upper Parramatta River catchment and\r
recommended a strategy in the form of a Floodplain Risk Management Plan.\r
As mentioned above, despite the expenditure of more than $35 million on flood\r
mitigation works and measures since 1989, none of the four councils within the area of\r
the Trust have adopted a formal Floodplain Risk Management Plan as required by the\r
New South Wales (NSW) Government’s Flood Prone Land Policy. This study and plan\r
constitute key components of the NSW Government’s floodplain risk management\r
process as outlined in the Floodplain Management Manual (NSW Government, 2001)\r
(see Section 1.4).\r
\r
Some of the objectives of the study include:\r
\r
* briefly outlining the hydrological and hydraulic modelling activities that have been\r
undertaken for the catchment to date;\r
* briefly reviewing the past, current and future flood-related activities of the Trust\r
and the four constituent Councils;\r
* reviewing, in detail, issues relating to planning and development controls within\r
the catchment’s floodplains;\r
* identifying additional floodplain risk management measures that particularly relate\r
to community awareness about flooding, the release of flood-related information\r
to the community, flood warning and emergency management;\r
* developing a mutually agreeable Floodplain Risk Management Plan for the Upper\r
Parramatta River catchment that outlines the best measures to reduce flood\r
damage, based on environmental, social, economic, financial and engineering\r
considerations.\r
\r
#Report\r
The structure of this report is as follows:\r
\r
__Chapter 2__ summarises the flood problems, together with the behaviour and\r
impacts of flooding in the Upper Parramatta River catchment. Chapter 2 also\r
discusses the modelling of flood flows and flood levels in the catchment;\r
\r
__Chapter 3__ provides an overview of the previous flood-related studies and\r
investigations that have been undertaken in the catchment, together with an\r
outline of the available mapping and survey that has been carried out;\r
\r
__Chapter 4__ presents an overview of floodplain risk management measures\r
available for dealing with flood problems generally and the methodology used to\r
assess these management measures in the current study. The large number of\r
floodplain risk management measures that have already examined and\r
implemented in the catchment are also listed in this chapter;\r
\r
__Chapter 5__ discusses possible future floodplain risk management options for the\r
Upper Parramatta River catchment, particularly flood-related planning and\r
development controls, community awareness about flooding, the release of floodrelated\r
information to the community, flood warning and emergency\r
management;\r
\r
__Chapter 6__ lists all the documents referenced in this study;\r
\r
__Chapter 7__ provides a bibliography of all studies and investigations that have\r
been undertaken in the catchment since the early 1970s;\r
\r
__Chapter 8__ provides a glossary of terms used in this study.""" ;
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        "Toongabbie",
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    dct:description "Appendices A,B&F" ;
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    dct:title "Upper Parramatta River Catchment - Floodplain Risk Management Plan Appendices A,B&F" ;
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    dct:title "Upper Parramatta River Catchment - Floodplain Risk Management Plan Vol 2 Planning Issues & Outcomes" ;
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    dct:title "Upper Parramatta River Catchment - Floodplain Risk Management Plan Vol 1 Study Report" ;
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    dct:description """VOLUME 3 — FLOODPLAIN RISK\r
MANAGEMENT PLAN""" ;
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    dct:title "Upper Parramatta River Catchment - Floodplain Risk Management Plan Vol 3" ;
    dcat:accessURL <https://flooddata.ses.nsw.gov.au/dataset/66e20639-135a-4f06-99cb-65f3673b352b/resource/ee0d3add-0179-4bdb-aca5-89d2169c9b15/download/upper-parramatta-river-catchment-floodplain-risk-management-plan-vol-3.pdf> ;
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    dct:description """__EXECUTIVE SUMMARY__  \r
__Study Objective__  \r
\r
SMEC Australia Pty Ltd (SMEC) was commissioned by Wollongong City Council (WCC) to undertake\r
a review of the 2010 Brooks Creek Flood Study and Floodplain Risk Management Study and Plan.\r
The primary objectives of the study were to: \r
\r
*  Develop a revised Flood Study and Floodplain Risk Management Study and Plan for the study area, so that Council and the Floodplain Management Committee can make\r
informed management decisions and assess potential impacts associated with proposed floodplain management measures, and thus develop a sound and responsible approach to management of the floodplain and future development. \r
*  Address the existing, future and continuing flood problems, taking into account the\r
potential impacts of climate change. \r
* To protect, and where possible, enhance the creek/lake and floodplain environment.\r
* To be consistent with the objectives of the relevant State policies. \r
* To integrate the Floodplain Risk Management Plan with the local emergency management\r
plan (flood plan), other relevant catchment management plans, Council’s existing\r
corporate, business and strategic plans, existing and proposed environmental planning\r
instruments and policies, and to meet Council’s obligations under the Local Government\r
Act, 1993. \r
* To ensure actions arising out of the management plan are sustainable in social,\r
environmental and economic terms, including the timely adaptation to climate change\r
impacts as they manifest. \r
* To establish a program for implementation that should include priorities, staging,\r
responsibilities, funding mechanism, constraints and monitoring. \r
\r
This report is specifically related to the Review of the Brooks Creek Flood Study.\r
Catchment and Study Area\r
Brooks Creek is an urbanised catchment covering 5.03 square kilometres and draining water from\r
an elevation of 120 m AHD into the tidally affected Lake Illawarra over a distance of about five\r
kilometres. The south-east portion of the catchment is a densely forested hill known as Mount\r
Brown Reserve.\r
The catchment is also split by the M1 Princes Motorway that runs in a north south direction. The\r
catchment west of the motorway is drained to Brooks Creek via a series of culverts that pass\r
under the motorway.\r
The 2010 study was combined with Mullet Creek. However, Council has now decided to split the\r
two catchments so that Brooks Creek becomes a standalone study. This will enable a more\r
detailed assessment of flooding within the Brooks Creek catchment, compared to the 2010 study.""" ;
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    dct:modified "2018-08-31T04:35:15.856316"^^xsd:dateTime ;
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\r
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    dct:title "Wardell Floodplain Risk Management Plan - Report" ;
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    dct:description """The Hawkesbury-Nepean Valley Regional Flood Study is a technical document describing the flood behaviour of the main Hawkesbury-Nepean River from Bents Basin near Wallacia downstream to Brooklyn Bridge, and associated backwater flooding, for existing conditions and under projected climate change. It does not include local catchment flooding or local overland flow inundation. The modelling of infrastructure options to mitigate downstream flooding is beyond the scope of this flood study and is addressed separately.  \r
This Regional Flood Study describes the flood behaviour dominated by Hawkesbury-Nepean riverine flooding and its backwater effects. Local catchments are modelled to have the same duration rainfall event as that which causes the highest flood levels in the main river. Shorter duration events are likely to result in higher flood levels within tributaries such as South Creek, requiring separate investigations. Local councils should be consulted to ascertain whether information is available to understand the combined flood risk at particular locations in the valley.  \r
Reports including a volume with 382 flood maps are provided here as PDFs. For specialists requiring spatial information in GIS format, please contact the data broker.""" ;
    dct:identifier "6ee14f52-a1ab-4986-865a-14544fcb65a2" ;
    dct:issued "2019-08-08T02:50:14.960279"^^xsd:dateTime ;
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    dct:modified "2020-10-22T04:04:43.189775"^^xsd:dateTime ;
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        "Nepean River",
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    dct:description """#THE STUDY AREA\r
Haslams Creek drains a catchment area of about 17km2 in the Auburn Council Local\r
Government Area. Figure 1 defines the catchment and the major drainage branches\r
while all the modelled drainage branches are shown in greater detail in Figure 8.\r
\r
Land use within the catchment is mostly residential with pockets of industrial and\r
commercial land use while the south-eastern portion of the catchment also includes a\r
portion of the Rockwood Cemetery.\r
\r
The main creek is a concrete lined channel upstream of Parramatta Road but has an\r
unlined invert and lined banks between Parramatta Road and the M4 Motorway. The\r
creek channel downstream of the M4 Motorway has recently been reconstructed as part\r
of the Olympic Village development. This flood study is only concerned with the portion\r
of the catchment upstream of the M4 Motorway.\r
\r
The trunk drainage system for the catchment includes various stormwater channels and\r
pipe networks which discharge into Haslams Creek. The various tributary stormwater\r
channels are all lined. There are numerous structures along the length of the channels,\r
mainly road and rail crossings, but there are also some instances of residential and\r
industrial developments spanning the channels.\r
\r
The extent of trunk drainage system analysis was defined in the Study brief (see\r
Appendix A) and is also summarised in Table 1. Some parts of the trunk drainage\r
system, including Haslams Creek, are under the control of Sydney Water while other parts\r
of the system are under the control of Auburn Council, as also summarised in Table 1.\r
\r
Overbank flooding of the open channel systems and surcharging of the pipe drainage\r
systems have occurred during large rainfall events, such as those occurring in November\r
1961, August 1986 and January 1996. Areas of the catchment which have experienced\r
problems in the past include:\r
\r
* Vivian Crescent, which is drained by a small capacity pipe, and also experiences\r
overland flow from the Railway Culverts Sub-Branch and from Campbell St;\r
* Bachell Street, Delhi Street and between Simla Street and Parramatta Road on the\r
Arthur Street Branch;\r
* between James Street and East Street on the Joseph Street Branch;\r
* Frederick Street and Sweet Street (upstream of the Motor Registry) on the Church\r
Street Branch;\r
* between Dartbrook Road and Holliday Lane on the St Hilliers Road Branch; and\r
* between Harrow Road and Dudley Street on the Auburn Heights Branch.\r
\r
#REASONS FOR STUDY\r
While there has been occasions of overflow of the trunk drainage systems and associated \r
inundation of adjoining lands the extent of such inundation may be substantially greater\r
during large storm events. Therefore Council required a study to define such flood\r
behaviour to use as a basis for floodplain management.\r
\r
Various studies to derive design flood levels and discharges for certain parts of the\r
catchment have been undertaken but there were some inconsistencies in the results of\r
these studies. Council therefore commissioned a review of those studies. The resulting\r
1996 Bewsher Consulting Review of Haslams Creek Flood Studies report (Reference 1)\r
reviewed all of the previous flood studies for Haslams Creek and found that:\r
\r
* a large number of flood investigations had been completed within the study area.\r
Those studies utilised various hydrologic and hydraulic models, various ground\r
survey data, various modelling assumptions (e.g. extent of flood storage), various\r
assumptions concerning modelling of hydraulic structures, various techniques for\r
model calibration and verification, various assumptions concerning development\r
conditions within the catchment, etc. The geographical coverage of each study was\r
also different in most cases;\r
* given the nature of the Haslams Creek catchment, the models adopted for a flood\r
study or floodplain management study needed to be able to simulate:\r
(1)channel storage and floodplain storage adjacent to the existing channel system,\r
especially upstream of the numerous railway and road crossings;\r
(2) affluxes at road and railway structures;\r
(3) a mixture of subcritical and supercritical flow, including hydraulic jumps;\r
(4) secondary overland flowpaths;\r
(5) pipe system capacities, pit losses and flow in pipes with submerged outlets;\r
* none of the previous studies had adequately modelled all of these aspects. Most of\r
the previous studies had a limited geographical coverage. Also a number of small\r
changes have occurred in the catchment and the channel systems since the studies\r
were completed.\r
\r
Consequently, the study recommended that a new flood study be undertaken for the\r
branches upstream of the M4 Motorway.\r
\r
The report included recommendations regarding hydrologic and hydraulic modelling. That\r
is, a combination of RAFTS and ILSAX models were deemed suitable for the hydrologic\r
modelling of the open channels and piped systems respectively and a combination of\r
MIKE-11 and/or HEC-RAS models were considered suitable for the hydraulic modelling\r
of the open channels with hydraulic gradeline analyses of each pipe drainage system.\r
\r
The methodology adopted for this report is consistent with those recommendations and\r
is detailed in Section 4.\r
In accordance with Council's study brief (reference Appendix A) this report provides\r
estimates of:\r
\r
* design discharges for both the open channel and piped drainage systems for 5, 20\r
and 100 year average recurrence interval (ARI) and probable maximum flood (PMF)\r
events;\r
* design flood levels, energy levels and velocities along the open channel system for\r
the 5, 20 ~nd 100 year ARI and PMF events;\r
* hydraulic and hazard categories for areas subject to overbank flooding; and\r
* the capacity of the trunk pipe drainage system, the overland flow discharge and the \r
approximate depth of overland flow.""" ;
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The study area comprises the Karuah River valley from Stroud Road to Karuah including the townships of Stroud Road, Stroud, Booral, Allworth, The Branch and Karuah North. This also encompasses the major tributaries that pass through or border these townships, including Mammy Johnsons River, Mill Creek, Lamans Creek, The Branch River and Little Branch River\r
#  Study Objectives\r
The study assess a range of flood risk management measures aimed at reducing the impacts of future flooding on the local community.\r
\r
Up for consideration will be flood modification options (such as levees, channel or bridge works), response modification options (such as emergency response improvements or community awareness activities), and property modification options (such as land use planning changes or voluntary house raising).""" ;
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The review of Towradgi Creek Flood Study has been prepared for Wollongong City   Council (Council) to define the existing flood behaviour in the Towradgi Creek study   area and consider the influence of potential climate change on future flood behaviour.  \r
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\r
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\r
* Flood planning area\r
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* Hydraulic Categories\r
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In broad terms, the current Floodplain Risk\r
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strategy in the form of a draft Floodplain Risk\r
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Specific objectives of the study include:\r
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* a review of the results from the 1999 Flood\r
Study;\r
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    dct:identifier "cbae49cf-aaea-461c-88a4-33255221875b" ;
    dct:issued "2020-12-07T04:36:51.442158"^^xsd:dateTime ;
    dct:language "en" ;
    dct:modified "2020-12-07T22:27:53.344857"^^xsd:dateTime ;
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    dct:title "Concept Design Report - Bellambi Gully Channel Improvement Works Between the Railway Line and Holy Spirit College - Report" ;
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            vcard:fn "Cardno NSW/ACT" ] ;
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    dct:description """__Introduction__\r
\r
Penrith City Council, through its Floodplain Risk Management Committee and Advisian Pty Ltd, has completed a Floodplain Risk Management Study for those sections of South Creek that fall within the Penrith local government area (LGA). The Committee includes representatives from the local community, Councilors, Council Staff, NSW Department of Planning Industry and Environment (DPIE), State Emergency Services (SES), Infrastructure NSW and neighboring Councils. The Floodplain Risk Management Study was prepared in accordance with the NSW Government’s Flood Prone Land Policy and guidelines outlined in the NSW Government’s ‘Floodplain Development Manual’ (2005). \r
\r
The Floodplain Risk Management Study documents the outcomes of a detailed assessment of the viability of a range of potential floodplain risk management options. These options were identified in consultation with the Committee and the broader community and were targeted toward reducing existing and potential future flooding problems.\r
\r
The Study also provides information on a range of flood characteristics critical to land use planning including peak flood levels, flood hazard, hydraulic function and the pattern of floodwater movement during floods of varying severity. This data has been used to map Flood Planning Constraints Categories (FPCC) which can be applied with other planning constraints to optimally manage future land use.\r
\r
In this regard, the Study also considered the suitability of Council’s existing planning instruments and the existing State Emergency Services (SES) Sub-Plan for the study area. The Study provides guidance for changes to these plans and policies aimed at ensuring that land use controls are consistent with the predicted flood risk and flood hazard, and to ensure that the risk to life can be minimised.\r
\r
__The Study Area__\r
\r
South Creek is a tributary of the Hawkesbury-Nepean River that drains a 414 km2 catchment in western Sydney. The South Creek catchment extends from its headwaters near Narellan in the south, to its confluence with the Hawkesbury River near Windsor. South Creek generally flows from south to north through the catchment with the commercial centres of Penrith and Blacktown located to the west and east, respectively. Large areas of the catchment have been urbanised particularly in the vicinity of these commercial centres.\r
\r
Ropes Creek is a major tributary of South Creek that falls within the Penrith City Council Local Government Area (LGA). Minor tributaries that also fall within the Penrith LGA include Werrington, Claremont, Blaxland, Cosgroves and Badgerys Creeks.\r
\r
Stage 1 (Data Collection) and Stage 2 (Flood Study) of the NSW Floodplain Management Program were completed by Worley Parsons Pty Ltd in 2015. The document herein presents Stages 3 and 4 of the NSW State Government’s Floodplain Management Program; the South Creek Floodplain Risk Management Study and the South Creek Floodplain Risk Management Plan.\r
\r
__Study Objectives__\r
\r
The primary objective of the floodplain risk management process is for Council to formulate a Floodplain Risk Management Plan for the study area. The Plan is to be based on a range of strategies and mitigation measures that address the existing, future and continuing flood problems, in accordance with the NSW Government’s Flood Prone Land Policy. Therefore, this Floodplain Risk Management Study sets out to:\r
\r
* Identify and evaluate management options for the floodplain in terms of their capacity to reduce existing and potential future flooding problems;\r
* Provide information on flood behaviour and flood hazard, so that community aspirations for future land use can be assessed on a consistent basis;\r
* Provide recommendations for emergency response management during local catchment flooding; and,\r
* Provide a framework for revisions to planning instruments such as Local Environmental Plans (LEPs), so that land use controls are consistent with flood risk and flood hazard.\r
\r
Community consultation and public exhibition was undertaken as part of the floodplain management process. A flood questionnaire survey was sent out to more than 5,000 households within the study area to inform the community of the study, gather any additional flood information available, and assist in understanding community preferences in flood mitigation options.\r
""" ;
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    dct:description """#Study Objectives\r
\r
Lachlan Shire Council commissioned the _Floodplain Risk Management Study and Draft Plan_ for the town of Condobolin.  The overall objectives of the _Floodplain Risk Management Study_ (__FRMS__) were to assess the impacts of flooding, review existing Council policies as they relate to development of land in flood liable areas, consider options for the management of flood affected land and to develop a draft _Floodplain Risk Management Plan_ (__FRMP__) which:\r
\r
1. Proposes modifications to existing Council policies to ensure that the development of flood affected land is undertaken so as to be compatible with the flood hazard and risk.\r
2. Proposes Flood Planning Levels for the various land uses in the floodplain.\r
3. Sets out the recommended program of works and measures aimed at reducing over time, the social, environmental and economic impacts of flooding.\r
4. Provides a program for implementation of the proposed works and measures.\r
\r
The _FRMS_ focusses on Main Stream Flooding from the Lachlan River and is major tributaries (namely Goobang Creek) and Major Overland Flow (areas which occur in the urbanised parts of the town, as well as the presently undeveloped areas immediately to its north.  Flooding problems on the Major Overland Flow paths arise from surcharges of the trunk drainage systems, which comprise a mix of natural depressions, pipes, culverts and open drains. \r
\r
The solutions of problems resulting from surcharges of minor drainage lines in streets or in individual allotments remote from the Major Overland Flow paths are matters for stormwater management by Council and are outside the scope of the present investigation. \r
""" ;
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    dct:issued "2020-10-08T21:17:52.685346"^^xsd:dateTime ;
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    dct:title "Lachlan River (Condobolin) Floodplain Risk Management Study and Plan" ;
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        "Floodplain Risk Management Study",
        "Floodplain Risk Management Study and Plan",
        "Goobang Creek",
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* access letters for survey\r
* Comms Plan\r
* Cost tracker\r
* Draft Report Public Submissions\r
* Drafts\r
* Final Stage 2 materials\r
* Flood Postcard\r
* resident interview\r
* Stakeholder contacts\r
* workshop materials\r
* Survey\r
* web page\r
""" ;
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    dct:issued "2018-04-19T04:00:11.981973"^^xsd:dateTime ;
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