AndreaBozzo/ceres-open-data-index huggingface dataset:
Car share bays usage

The City of Sydney has a network of over 800 dedicated on-street car sharing spaces. Car sharing reduces car ownership resulting in fewer cars on the streets, reducing competition for parking and vehicle emissions. This dataset contains information about the use of dedicated on-street car share bays, by month and location. Includes hours available, hours booked, number of bookings, total trip distance and duration. See also Car share bay operator dataset. 

Tags: City of Sydney, car, economy and business, share, transport and access, usage
Organization: City of Sydney
Kempsey Hydraulic Model TUFLOW Update - Report (v1&2)

V1 - Report
V2 - Figures

Tags: Apsley, Austral Eden, Belmore River, Chandler, Christmas Creek, Clybucca, Collombatti, Euroka, Five Day Creek, Kempsey, Kinchela Creek, Macleay River, Nulla, Parrabel Creek, South West Rocks
Organization: Kempsey Shire Council
Dorrigo - Flood Study - Report

<ul>
<li>Final report</li>
<li>Figures</li>
<li>Appendices</li>
</ul>

Tags: Bellingen, Bielsdown River, Bostobrick, Coramba Road, Dangar Falls, Deer Vale, Dorrigo, Leigh, Megan, Meldrum, Myrtle Street, Orama, Tallowood Point, Thora
Organization: Bellingen Shire Council
Kempsey CBD Floodplain Risk Management Study - Report

Volume 1: Report;

Volume 2: Figures

Tags: Apsley River, Belmore River, Chandler River, Christmas Creek, Clybucca Creek, Collombatti Creek, Dyke River, Five Day Creek, Great Dividing Range, Kempsey, Kinchela Creek, Macleay River, New England, Nulla Nulla Creek, Parrabel Creek, Styx River, Yarrowitch River
Organization: Kempsey Shire Council
McCarrs Creek, Mona Vale and Bayview Flood Study Report

This report details the results and findings of the Flood Study investigations. The key elements include: 
•   a description of the study area; 
•   a summary of available historical flood related data; 
•   establishment and calibration of the hydrologic and hydraulic models; 
•   the estimation of design flood behaviour for existing catchment conditions; 
•   sensitivity analysis of the model results to variation of input parameters; 
•   potential implications of climate change projections; and 
•   identification of the level of flood risk for individual properties in the catchment.

Tags: Bayview, Flood Study, McCarrs Creek, Mona Vale, Pittwater LGA
Organization: Northern Beaches Council
Dungog Floodplain Risk Management Study and Plan

<strong>EXECUTIVE SUMMARY</strong> 

Introduction 

Dungog is located in the Upper Hunter Region of New South Wales, approximately 60 km north of Newcastle and 70 km inland from the coastline at Seal Rocks. The township of Dungog is situated at the confluence of the Williams River and Myall Creek. Three smaller catchments including the township, Common Creek and Melbee Estate catchments also provide a source of flood risk to Dungog. 

Dungog Shire Council (Council) is responsible for flood risk management and local land use planning within their Local Government Area (LGA). Council has commissioned Royal HaskoningDHV (RHDHV) to produce the Dungog Floodplain Risk Management Study and Plan (FRMS&amp;P) on behalf of Council and the NSW Office of Environment and Heritage (OEH). 

The present FRMS&amp;P included developing a Flood Study that defined flood risk in Dungog from all sources (i.e. Williams River, Myall Creek and local township catchments. The Flood Study was completed in February 2017. 

History of Flooding in Dungog 

The extreme flooding that devastated Dungog on the 21st of April 2015 was caused by an East Coast Low that caused significant flooding and damage to a number of areas in the Hunter Region and Sydney and is often referred to as the April 2015 “super storm”. The storm produced catastrophic flooding in Dungog resulting in three fatalities, washing four houses away and flooded some 80 dwellings, many to ceiling level. The flood event is likely to have an approximate annual exceedance probability (AEP) of 0.1% or an approximate frequency of a 1 in 1000 year average recurrence interval (ARI). 

Other significant floods include: The “Pasha Bulker storm of 8th June 2007 which flooded a number of low lying properties (on Hooke Street and Dowling Street) was approximately a 1 in 20 year ARI magnitude event. Three older significant events (with a 5yr - 10yr ARI magnitude) occurred in February 1990, October 1985 and April 1946. The recent January 2016 event was smaller than a 5yr ARI event.

Organization: Dungog Shire Council
Gloucester and Avon River Flood Study - Report

The Gloucester and Avon Rivers Flood Study has been prepared for Gloucester Shire Council (Council) to define the existing flood behaviour in the catchment and establish the basis for subsequent floodplain management activities.
This project has been implemented through the Gloucester Water Study Project.

The primary objective of the Flood Study is to define the flood behaviour within the Gloucester and Avon Rivers catchment through the establishment of appropriate numerical models. The study has produced information on flood flows, velocities, levels and extents for a range of flood event magnitudes under existing catchment and floodplain conditions. Specifically, the study incorporates:
Compilation and review of existing information pertinent to the study and acquisition of additional data including survey as required;
Development and calibration of appropriate hydrologic and hydraulic models;
Determination of design flood conditions for a range of design event including the 50% AEP, 20% AEP, 10% AEP, 5% AEP, 2% AEP, 1% AEP, 0.5% AEP, 0.2% AEP and PMF
event; and
Presentation of study methodology, results and findings in a comprehensive report
incorporating appropriate flood mapping.

Tags: Avon, Gloucester
Organization: Mid-Coast Council
Wrights Creek Flood Study - Report

<ul>
<li>Report;</li>
<li>Appendices;</li>
<li>Figures.</li>
</ul>

Tags: Braemar Drive, Flynn Street, Grant Street, Hastings River, Herschell Street, Hill Street, Kooloonbung Creek, Leanda Street, Lord Street, Ocean Street, Port Macquarie, Swift Street, Wrights Creek, Yarranabee Creek
Organization: Port Macquarie-Hastings Council
Liverpool Overland Flow Path Study Stage 4

Conclusions

The objective of the study was to undertake a preliminary investigation to identify and map sub-catchments and major overland flow paths within urban areas of the Liverpool LGA. This was
achieved through the development of a flood model of the study area, underpinned by the detailed
representation of catchment topography defined by available LiDAR data acquired in 2013.
The key findings and recommendations of the study are summarised hereunder:
<ul>
<li>The developed model compares favourably with the outputs of the detailed modelling
undertaken in the Stage 2 and Stage 3 studies, confirming the suitability of the model for
assessing the overland flood risk;</li>
<li>A number of urban areas have been developed subsequent to the acquisition of the LiDAR data
in 2013. In the absence of detailed post-development topography for these areas, the modelling
has not been updated to reflect the recent development. These areas include parts of:
Elizabeth Hills; Middleton Grange; and Prestons</li>
<li>The remaining areas show some overland flooding
risk to existing areas. Much of this overland
flooding affectation is in local sag point or depressions which would typically be drained via local stormwater drainage provisions. Nevertheless, the Stage 4 overland flow mapping represents a
fully blocked condition in the urban drainage network which may warrant further investigation.
The key areas of affectation are parts of :
Cartwright; North Liverpool; Warwick Farm; and Wattle Grove</li>
<li>The established flood models can form the basis for future assessment of flood risk in the catchment. The incorporation of the stormwater drainage network in future detailed studies will
refine the models and provide an improved representation of overland flooding</li>
<li>Based on the identification of the key areas of potential overland flood risk, the study
recommends the following prioritisation of catchment areas for further detailed investigation: Locality/Sub-catchment Priority Ranking
Warwick Farm 1; Middleton Grange 2; Elizabeth Hills 3; Wattle Grove 4; Liverpool North 5; Cartwright 6; Prestons 7</li>
</ul>

Tags: Liverpool, hydraulic model, hydrologic model
Organization: Liverpool City Council
Tabourie Lake Flood Study

<strong>INTRODUCTION</strong>

The Tabourie Lake Flood Study has been prepared for Shoalhaven City Council (Council) to define
the existing flood behaviour in the Tabourie Lake catchment and establish the basis for subsequent
floodplain management activities.
This project has been conducted under the State Assisted Floodplain Management Program and
received State financial support.

Organization: Shoalhaven City Council
Flood Study for Orphan School Creek, Green Valley and Clear Paddock Creek

FCC has undertaken a number of flood studies over the last few years including:
<ul>
<li>Cabramatta Creek Flood Study</li>
<li>Prospect Creek Flood Study</li>
<li>Georges River (FCC section) Flood Study.</li>
</ul>

These studies provide accurate flood levels in waterways that are invaluable in planning
development on and close to the floodplain. However, there are many other areas in Fairfield that
are potentially flood prone but have not been studied or mapped, including areas in the current
study area. Those areas in the study area which have been previously assessed were done so
between 10 and 20 years ago using different modelling techniques and to varying levels of detail.
Hence, the present understanding of flooding conditions in the current study area is not one that is
fully integrated.
This current study therefore aims to determine the flooding conditions, including flood levels, flow
rates and flood risk, in the study area in an integrated manner, in line with the previous studies
recently undertaken for Prospect Creek, Cabramatta Creek and the Georges River. Subsequently,
FCC intends to use the latest flood information from this study to update the Section 149
Certificates for the properties within the study area.
As per the floodplain management framework set out in the Floodplain Development Manual 2005,
this Flood Study is part of a process that subsequently involves the undertaking of a Floodplain
Risk Management Study and development of a Floodplain Risk Management Plan. Hence the
findings of this Flood Study will be used in the subsequent studies in the process.

Tags: Clear Paddock Creek, Green Valley, Orphan School Creek
Organization: Fairfield City Council
Rouse Hill Flood Study 2014

The Rouse Hill Development Area (RHDA) straddles the boundary of Blacktown City Council and The Hills Shire Council. Urban development of this area prompted the need to regulate development to reduce the impact of flooding and flood liability. Sydney Water is designated as the Acquisition Authority for land that is identified for Trunk Drainage purposes within the RHDA. As urbanisation and development continues, the ability to effectively manage flood prone land within the RHDA will be dependent on an accurate assessment of existing flooding conditions upon which to base future floodplain management decisions. Sydney Water engaged WMAwater to undertake the Rouse Hill Flood Study to address these issues, resulting in this 2014 Flood Study Report.

Tags: Acacia Gardens, Beaumont Hills, Bella Vista, Castle Hill, Glenwood, Kellyville, Kellyville Ridge, Kings Langley, Norwest, Parklea, Rouse Hill, Stanhope Gardens, Tallawong, The Ponds
Organization: Sydney Water
Raymond Terrace - Flood Study

The Raymond Terrace Flood Study has been prepared for Port Stephens Council (Council) to define
the existing flood behaviour in the western Raymond Terrace catchments and establish the basis for
subsequent floodplain management activities. The study will also assist Council in considering future
upgrades to the drainage network and flood relief pump capacity to the Hunter River.
This project has been conducted under the State Assisted Floodplain Management Program and
received State financial support.

Tags: Port Stephens, hydraulic model, hydrologic model
Organization: Port Stephens Council
Boorowa Flood Study Report

The study objective was to define the nature of both main stream flooding and major overland flow at Boorowa for flood frequencies ranging between 20 and 0.2 per cent Annual Exceedance Probability (AEP), as well as for the Probable Maximum Flood (PMF). The indicative extent of land which is affected by both main stream flooding and major overland flow at Boorowa.

The Flood Study is the source of present day flooding conditions and will be used as the basis for preparing the future Floodplain Risk Management Study and Draft Plan (FRMS&amp;DP) for Boorowa.

Tags: Boorowa, Hilltops
Organization: Hilltops Council
St Georges Basin Floodplain Risk Management Plan

<strong>INTRODUCTION</strong>

St Georges Basin is a coastal lagoon within the Shoalhaven City Council area (Figure 1). The
Basin has a surface area of approximately 37 square kilometres discharging through the
Sussex Inlet Channel to the Pacific Ocean at Bherwerre Beach. The total catchment area to
the Pacific Ocean is approximately 327 square kilometres. The Basin itself therefore
represents approximately 11% of the total catchment.
This Floodplain Risk Management Plan covers the study area shown in Figure 1 including the
Sussex Inlet Channel, the foreshore fringe area around St Georges Basin, and the lower
reaches of the major tributary creeks (listed in Table 1). The study area is bound approximately
by Sussex Inlet Road, the Princes Highway, The Wool Road, Jervis Bay Road and Naval
College Road. A breakdown of the total catchment area is shown in Table 1.

Organization: Shoalhaven City Council
Lower Bellinger and Kalang Floodplain  Risk Management Study and Plan - Reports

The Lower Bellinger and Kalang Floodplain Risk  Management Study Report is in 5 parts (Main Report, Appendices A-D_

The Lower Bellinger and Kalang Floodplain Risk Management Plan Report is in 2 parts (Main Report, Appendix A)

Tags: Floodplain Risk Management STudy, Kalang, Lower Bellinger
Organization: Bellingen Shire Council
Tomakin, Mossy Point, Broulee and Mogo Flood Study - Report

This document forms the first stage of the floodplain risk management process

Tags: Broulee, Cabbage Tree Creek, Candlagan Creek, Dunns Creek, Jeremadra Creek, Lynch Creek, Mogo, Mossy Point, Tomaga River, Tomakin
Organization: Eurobodalla Shire Council
Nattai Ponds Flood Study - Volume 1: Report and Appendices

Nattai Ponds Flood Study - Volume 1: Report and Appendices

Tags: Balaclava, Bowral, Inkerman Road, Mittagong, Nattai Ponds Creek, Nattai Rivulet, Railway Terrace, Renwick, Scarlet Street, Southern Highlands, Willow Vale, Wingecarribee
Organization: Wingecarribee Shire Council
MURRUMBURRAH FLOODPLAIN RISK MANAGEMENT STUDY AND PLAN 2019-2020

The Murrumburrah Flood Study (Reference 1), the first stage of the management process was  completed in December 2019. The Murrumburrah Floodplain Risk Management Study and Plan constitutes the second and third stage of the management process for the catchment. This study  has been prepared by WMAwater for Hilltops Council and was undertaken to provide the basis for future management of flood liable lands within the study area.

This report has been prepared with financial assistance from the NSW Government through its 
Floodplain Management Program. This document does not necessarily represent the opinions of 
the NSW Government or the Department of Planning, Industry and the Environment. The Murrumburrah Flood Study provided information about existing flood risk in the Currawong  Creek catchment, which is also known locally as Murrimboola Creek. Flood modelling tools were  developed In the Flood Study that can be used by Council for decision-making about land-use  planning, and in future studies such as the current Murrumburrah Floodplain Risk Management 
Study and Plan to assess the effectiveness of potential measures to reduce flood risk.

Organization: Hilltops Council
Combined Catchments of Whartons, Collins and Farrahars Creeks, Bellambi Gully and Bellambi Lake Floodplain Risk Management Study and Plan - Report

Final Report and Report Figures

Tags: Bellambi, Bulli, Collins Creek, Corrimal, Farrahars Creek, Whartons Creek, Wollongong, Woonona
Organization: Wollongong City Council
Richmond Valley Flood Study 2023 - Final Report

Final report for the Richmond Valley Flood Study 2023 - consists of 2 volumes - Volume 1 final report and Volume 2 design flood mapping

Tags: Broadwater, Bungawalbin Creek, Casino, Climate Change, Coraki, Design Flood, Evans Head, FFA, FPA, FPL, Flood Frequency Analysis, Flood Planning Area, Flood Planning Level, Flood Study, Rappville, Richmond River, Richmond Valley Council, Richmond Valley Flood Study, Rileys Hill, Whiporie, Wilsons River, Woodburn
Organization: Richmond Valley Council
Tabourie Lake Floodplain Risk Management Study

Tabourie Lake Floodplain Risk Management Study- to be read in conjunction with the Floodplain Risk Management Plan

Tags: Branderee, Caravan Park Entrance Road, Centre Road, Lake Tabourie Village, Lemon Tree Creek, Lucy Kings, Munno, Saltwater Creek, Tabourie Creek, Tabourie Lake, Tasman Sea
Organization: Shoalhaven City Council
Flat Rock Creek Flood Study

The Flood Study had three main components:
<ol>
<li><strong>Review</strong> of available hydrologic and hydraulic data and previous investigations.
As mentioned, a Brief was prepared for a cross sectional survey of the Southern
Tributary to fill in gaps in the survey data. Historic flood marks identified by the
Community Newsletter were also levelled during the creek survey.
The Bureau of Meteorology and Sydney Water supplied rainfall data for the historic
storms identified in previous investigations on flooding on Flat Rock Creek and by the
Community Newsletter.</li>
<li><strong>The hydrologic component</strong>, which included refining and testing of the hydrologic
model of the catchment, estimation of design storm rainfalls and their application to
the model to assess flows.</li>
<li><strong>The hydraulic component</strong>, which comprised the testing of the hydraulic model of the
open channel section of Flat Rock Creek and the preparation of the Southern
Tributary model and the definition of the water surface profiles, flows and velocities
for the design floods.</li>
</ol>

Tags: hydraulic model, hydrologic model
Organization: Willoughby City Council
Northern Lakes Flood Study - Hydrological Data

Data contains:
<ul>
<li>

Rainfall data;
</li>
<li>

Model and result calibration data;
</li>
</ul>

Tags: Budgewoi, Budgewoi Lake, Buff Point, Charmhaven, Gorokan, Halekulani, Lake Haven, Lake Munmorah, Norah Head, Noraville, San Remo, Toukley, Tuggerah Lake, Wyongah
Organization: Central Coast Council
Wimmera CMA Water Quality Assessments

Water quality data is collected on a monthly basis at 23 sites throughout the Wimmera catchment. The sampling includes the collection of pH, dissolved oxygen, electrical conductivity (salinity), turbidity, temperature and condition. 

Although all due care has been taken to ensure that this data is correct, no warranty is expressed or implied by Wimmera CMA in its use.


Tags: Environment, Inland waters, WCMA, Water quality
Organization: Wimmera CMA
Wardell & Cabbage Tree Island Floodplain Risk Management Study (Draft) - Report

<ul>
<li>Report;</li>
<li>Figures;</li>
<li>Appendices</li>
</ul>

Tags: Ballina, Bingal Creek, Cabbage Tree Island, McPherson Range, Richmond River, Wardell, Woodburn
Organization: Ballina Shire Council
Combined Catchments of Whartons, Collins and Farrahars Creeks, Bellambi Gully and Bellambi Lake - Flood Study Report

<ul>
<li>Volume 1- Report;</li>
<li>Volume 2- Figures.</li>
</ul>

Tags: Bellambi, Bellambi Gully, Bellambi Lake, Bulli, Collins Creek, Corrimal, Farrahars Creek, Russell Vale, Whartons Creek, Woonona
Organization: Wollongong City Council
Cooks River Catchment Flood Study Stage 1 - report

The Cooks River catchment is a major watershed within Sydney, draining some 103 km2 and is home to 560,265 people (ABS, 2020). As such, Cooks River is a key catchment in terms of floodplain risk management within New South Wales. The Cooks River catchment extends across multiple Local Government Areas (LGAs) and is of interest to several other state government agencies and community groups. 

This project is the Cooks River Catchment Flood Study Stage 1 and is the first stage of a catchment-wide Flood Study for the Cooks River catchment. Stage 1 aims to consolidate an 
extensive range of datasets, including existing models from Flood Studies and Floodplain Risk Management Studies and Plans. Many of these studies have been supported by the NSW Floodplain Risk Management Program, whilst some have been separately undertaken. The outcome of Stage 1 is a framework to support the development of an integrated and regional floodplain risk management plan in the catchment and to define the basis of future modelling and catchment-wide consideration of flood risk. 

Tags: Cooks River
Organization: NSW Department of Climate Change, Energy, the Environment and Water
Kogarah Bay Creek Floodplain Risk Management Plan

Kogarah Bay Creek is a 2.8 km2 catchment which drains into Kogarah Bay forming part of the
Georges River estuary feeding into Botany Bay (Figure 1). It is one of the largest catchments in the
Kogarah Council municipality and has the greatest number of reported flooding incidents. The
catchment area is predominantly occupied by urban development, including both residential (low and
high density) and commercial/light industrial.

Catchment Description

The catchment (Figure 1) has two open channel tributaries between the Princes Highway and
Blakesley Road. The West Street branch which runs between Planthurst Road and West Street, and
the Woniora Road branch which runs between Woniora Road and approximately 100m downstream
of West Street. Upstream of Blakesley Road there is no open channel system and the creek is piped
with any overland flow travelling through private property and along roads.

There are several pipe footbridges and three road crossings over the open channel sections, at West
Street, Princes Highway and Carlton Crescent. Carlton Crescent is situated at the downstream end
of the study area, adjacent to Kogarah Bay. From the outlet upstream to the Princes Highway there
are significant areas of open space adjacent to the lined channel. Immediately upstream of the
Princes Highway the floodplain becomes more restricted and is fringed by Blakehurst High School
and residential/commercial developments. For all of its length upstream of the Princes Highway the
floodplain extends into private property and several properties have been inundated by floodwaters
in the past.

Report outlines:
<ul>
<li>EXISTING FLOOD ENVIRONMENT</li>
<li>FLOODPLAIN RISK MANAGEMENT MEASURES</li>
</ul>

Tags: Kogarah Bay Creek
Organization: Georges River Council
Northern Lakes Flood Study - Hydraulic WaterRIDE files

Contains Result files for design events, sensitivity events and blockage assessment

Tags: Budgewoi, Budgewoi Lake, Buff Point, Charmhaven, Gorokan, Halekulani, Lake Haven, Lake Munmorah, Norah Head, Noraville, San Remo, Toukley, Tuggerah Lake, Wyongah
Organization: Central Coast Council