WATER SECURITY STATUS REPORT December 2020
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Overview March 19 Ewen Maddock Dam Is One of Several Dams in South East Queensland Scheduled to Be Upgraded As Part of Our O
Overview March 19 Ewen Maddock Dam is one of several dams in South East Queensland scheduled to be upgraded as part of our ongoing Dam Improvement Program. The upgrade work is set to begin from July 2019 and will include strengthening the existing embankment and raising the dam wall to increase its floodwater capacity. Work is expected to take up to 18 months, subject to weather conditions and other unexpected delays. About the Dam Ewen Maddock Dam is part of the SEQ Water Grid – a connected network of dams, treatment plants, reservoirs and pipelines supplying drinking water to the region. The dam was constructed across Addlington Creek, a tributary of the Mooloolah River. Construction of the dam was completed in 1976 and the full supply level (FSL) was raised in 1982. Following the independent dam safety review in 2010, a number of improvements were identified at Ewen Maddock Dam and approved for delivery in two stages. In 2012, the stage one upgrade of the dam involved the installation of pressure relief wells into the foundation materials, and construction of a sand filter buttress and overlying weighting berm made of clay along the downstream embankment toe. In 2016, Seqwater engaged an engineering consultant to develop the second stage of the upgrade design. More than twenty-one options were identified during this process. About the Dam Safety Upgrade On 1 February 2019, the Minister for Natural Resources, Mines and Energy, Dr Anthony Lynham, announced the project will begin in 2019. The media release can be read here. http://statements.qld.gov.au/Statement/2019/2/1/20m-upgrade-work- for-ewen-maddock-dam The 2019 - 2020 stage two upgrade option will: • add sand filters to the existing earthfill embankment • raise the embankment height with a parapet wall, to increase flood capacity • strengthen the concrete spillway • raise the training walls of the spillway • install emergency outlets in the spillway to enable reservoir drawdown in the case of a dam safety incident. -
Fact Sheet How Dams Work
Fact sheet How dams work December 2015 In South East Queensland, our drinking water is predominantly Flood mitigation sourced from dams, which collect run-off rainwater from our catchments and store it. Our dams provide a safe, secure and At its most basic level, flood mitigation is capturing water and cost-effective water supply, as well as help to mitigate floods. then releasing it at a slower rate, with the aim of minimising river levels downstream of the dam. When dams fill, they are designed to pass the excess water into the creek or river system they are built on. What is Full Supply Level? Dam release notification service The Full Supply Level of a dam is the approved water storage level of the dam for drinking and/or irrigation purposes. Seqwater offers a free dam release notification service, which provides subscribers with notifications when gated dams For un-gated dams, if inflows result in the water level rising release water or un-gated dams are spilling. above the Full Supply Level, the water will spill out of the dam. This spilling cannot be controlled. Subscribers to Seqwater’s dam release notification service will also be notified when higher outflows are occurring from For our gated dams (Wivenhoe, Somerset and North Pine), if a spilling dam due to high inflows resulting from rainfall in the inflows result in the water level rising above the Full Supply catchment. Level, Seqwater will make controlled releases for either flood mitigation or to protect the safety of the dam. These notifications advise caution downstream due to potential hazards to people and property. -
State Budget 2010–11 Capital Statement Budget Paper No.3 State Budget 2010–11 Capital Statement Budget Paper No.3
State Budget 2010–11 Capital Statement Budget Paper No.3 State Budget 2010–11 Budget State Capital Statement Budget Paper No.3 Paper Budget Statement Capital State Budget 2010–11 Capital Statement Budget Paper No.3 www.budget.qld.gov.au 2010–11 State Budget Papers 1. Budget Speech 2. Budget Strategy and Outlook 3. Capital Statement 4. Budget Measures 5. Service Delivery Statements Budget Highlights This suite of Budget Papers is similar to that published in 2009–10. The Budget Papers are available online at www.budget.qld.gov.au. They can be purchased through the Queensland Government Bookshop – individually or as a set – by phoning 1800 801 123 or at www.bookshop.qld.gov.au © Crown copyright All rights reserved Queensland Government 2010 Excerpts from this publication may be reproduced, with appropriate State Budget 2010–11 acknowledgement, as permitted under the Copyright Act. Capital Statement Budget Paper No.3 Capital Statement www.budget.qld.gov.au Budget Paper No.3 ISSN 1445-4890 (Print) ISSN 1445-4904 (Online) STATE BUDGET 2010-11 CAPITAL STATEMENT Budget Paper No. 3 TABLE OF CONTENTS 1. Overview Introduction .................................................................................. 2 Capital Grants to Local Government Authorities.......................... 5 Funding the State Capital Program.............................................. 6 2. State Capital Program - Planning and Priorities Introduction .................................................................................11 Capital Planning and Priorities....................................................11 -
Where Water Comes From
Year 6 Lesson 1 Where water comes from www.logan.qld.gov.au Learning objectives Students will be able to determine: The definition of a catchment. Basic principles of catchment management. Issues associated with balancing the needs of various catchment users. Learning outcomes Subject Strand & Content Descriptors Science Science Understanding Sudden geological changes or extreme weather conditions can affect Earth's surface (ACSSU095) Science as a Human Endeavour Scientific knowledge is used to inform personal and community decisions (ACSHE220) Geography Geographical Knowledge & Understanding Places are connected to each other locally, regionally and globally, through the movement of goods, people and ideas as well as human or environmental events. Geographical Skills & Understanding Pose geographical questions that range in complexity and guide deep inquiry then speculate on their answers Identify a variety of information sources that will be used for inquiry, considering their validity Identify and create appropriate materials, geographical tools or equipment to collect data or observations, using formal measurements and digital and spatial technologies as appropriate Important questions What is a catchment? How do well-managed catchments contribute to clean water supplies? What impacts can industrial, agricultural or other users have on the dam catchment? What mechanisms are used to manage competing demands on catchments? P 1 of 3 DM 7962814 www.logan.qld.gov.au Background information – the dam and its catchment A catchment is an area of land, bordered by hills or mountains, from which runoff flows to a low point – either a dam or the mouth of the river. Water running from a bath down the plughole is a simple representation of a catchment. -
Water for Life
SQWQ.001.002.0382 • se a er WATER FOR LIFE • Strategic Plan 2010-11 to 2014-15 Queensland Bulk Water Supply Authority (QBWSA) trading as Seqwater 1 SQWQ.001.002.0383 2010-11 to 2014-15 Strategic Plan Contents Foreword ........................................................................................................................................................... 3 Regional Water Grid ......................................................................................................................................... 4 . Seqwater's vision and mission ......................................................................................................................... 5 Our strategic planning framework ................................................................................................................... 5 Emerging strategic issues ................................................................................................................................ 7 Seqwater's goals and strategy for 2010-11 to 2014-15 ................................................................................... 8 • Budget outlook............................................................................................................................................... 10 Strategic performance management ................................................................................................................. 11 Key Performance Indicators .......................................................................................................................... -
Estimating Aquifer Storage and Recovery (ASR) Regional and Local Suitability: a Case Study in Washington State, USA
hydrology Case Report Estimating Aquifer Storage and Recovery (ASR) Regional and Local Suitability: A Case Study in Washington State, USA Maria T. Gibson 1,* ID , Michael E. Campana 2 and Dave Nazy 3 1 Water Resources Graduate Program, Oregon State University, Corvallis, OR 97330, USA 2 Hydrogeology and Water Resources, College of Earth, Ocean, and Atmospheric Sciences, Oregon State University, Corvallis, OR 97330, USA; [email protected] 3 EA Engineering, Science, and Technology, INC., Olympia, WA 98508, USA; [email protected] * Correspondence: [email protected]; Tel.: +1-541-214-5599 Received: 21 December 2017; Accepted: 5 January 2018; Published: 12 January 2018 Abstract: Developing aquifers as underground water supply reservoirs is an advantageous approach applicable to meeting water management objectives. Aquifer storage and recovery (ASR) is a direct injection and subsequent withdrawal technology that is used to increase water supply storage through injection wells. Due to site-specific hydrogeological quantification and evaluation to assess ASR suitability, limited methods have been developed to identify suitability on regional scales that are also applicable at local scales. This paper presents an ASR site scoring system developed to qualitatively assess regional and local suitability of ASR using 9 scored metrics to determine total percent of ASR suitability, partitioned into hydrogeologic properties, operational considerations, and regulatory influences. The development and application of a qualitative water well suitability method was used to assess the potential groundwater response to injection, estimate suitability based on predesignated injection rates, and provide cumulative approximation of statewide and local storage prospects. The two methods allowed for rapid assessment of ASR suitability and its applicability to regional and local water management objectives at over 280 locations within 62 watersheds in Washington, USA. -
Queensland Water Directorate
supporting ellearning splportunities Queensland Water Directorate Demonstrated progress report Funding - up to AUD$l00,000 Submitted September 2008 to the Industry Integration of E-learning business activity of the national training system's e-learning strategy, the Australian Flexible Learning Framework @ Commonwealth of Australia 2008 For more information about E-learning for Industry: Phone: (02) 6207 3262 Email: [email protected] Website: htt~://industrv.flexiblelearninq.net.au Mail: Canberra Institute of Technology Strategic and National Projects GPO Box 826 Canberra ACT 2601 DET RTI Application 340/5/1797 - File A - Document No. 566 of 991 TAFE Queensland - - * Queensland Government Industry integration of e-learning September 08 Progress Report qldwaterand TAFE Queensland 1. Business - provider partnerships numbers and growth In the past business - provider partnerships for trainiug in the water sector have been adhocand there has been little national coordination. Moreover, at the start of this project there were or~lytwo examples of a business - provider partnership for e-learning in the water industry in Australia. These were: a relationship between Wide Bay Water and Sunwater for water worker training and a preliminary arrangement between Wide Bay TAFE and Wide Bay Water to provide on-line training services to other Councils. The collaborative model of industry sector long-term funding has already (in the first three months) resulted in an increase in the number of relationships through two mechanisms. These are: new partnerships as a direct result of the project, and negotiation of partnerships with other RTOs through leverage provided by the project. Two new partnerships have arisen as a result of the industry funding. -
Water for South East Queensland: Planning for Our Future ANNUAL REPORT 2020 This Report Is a Collaborative Effort by the Following Partners
Water for South East Queensland: Planning for our future ANNUAL REPORT 2020 This report is a collaborative effort by the following partners: CITY OF LOGAN Logo guidelines Logo formats 2.1 LOGO FORMATS 2.1.1 Primary logo Horizontal version The full colour, horizontal version of our logo is the preferred option across all Urban Utilities communications where a white background is used. The horizontal version is the preferred format, however due to design, space and layout restrictions, the vertical version can be used. Our logo needs to be produced from electronic files and should never be altered, redrawn or modified in any way. Clear space guidelines are to be followed at all times. In all cases, our logo needs to appear clearly and consistently. Minimum size 2.1.2 Primary logo minimum size Minimum size specifications ensure the Urban Utilities logo is reproduced effectively at a small size. The minimum size for the logo in a horizontal format is 50mm. Minimum size is defined by the width of our logo and size specifications need to be adhered to at all times. 50mm Urban Utilities Brand Guidelines 5 The SEQ Water Service Provider Partners work together to provide essential water and sewerage services now and into the future. 2 SEQ WATER SERVICE PROVIDERS PARTNERSHIP FOREWORD Water for SEQ – a simple In 2018, the SEQ Water Service Providers made a strategic and ambitious statement that represents decision to set out on a five-year journey to prepare a holistic and integrated a major milestone for the plan for water cycle management in South East Queensland (SEQ) titled “Water region. -
ASX Announcement FRIDAY 29 MAY 2020
ASX Announcement FRIDAY 29 MAY 2020 Brisbane Floods Class Action - Update Summary Judgment delivered today on liability apportionment between the three defendants and the damages claim of the Representative Plaintiff. Liability apportioned 20% against the State of Queensland, 50% against Seqwater and 30% against Sunwater. Omni Bridgeway Limited (Omni Bridgeway) refers to its most recent announcement dated 1 May 2020 concerning its Brisbane Floods Class Action investment. Judgment was today delivered by the Supreme Court of New Wales (Court) on the apportionment of liability between the three defendants and on the quantum of damages awarded to the Representative Plaintiff. Liability Apportionment The Court determined that, following its finding of negligence in December 2019, the resulting liability of the defendants was to be apportioned 20% against the State of Queensland (State), 50% against Queensland Bulk Water Supply Authority trading as Seqwater (Seqwater) and 30% against Sunwater Limited (Sunwater). Amount of Damages to Representative Plaintiff Following the Court’s findings in December 2019 on a number of common issues applicable to determining the quantum of damages due to group members, the Court has now determined the specific amount of damages due to the Representative Plaintiff. Appeals Seqwater and Sunwater have both filed appeals against the liability finding, but the State has not. The parties will have a period of time to decide whether to appeal all or some aspects of today’s decision. The appeal by Sunwater and Seqwater on the finding of liability is likely to be heard in November 2020 or early in 2021 and it is anticipated that any appeal on the apportionment of liability or the amount of the damages awarded to the Representative Plaintiff would be heard concurrently. -
Fact Sheet Wivenhoe Dam
Fact sheet Wivenhoe Dam Wivenhoe Dam Wivenhoe Dam’s primary function is to provide a safe drinking Key facts water supply to the people of Brisbane and surrounding areas. It also provides flood mitigation. Name Wivenhoe Dam (Lake Wivenhoe) Watercourse Brisbane River The water from Lake Wivenhoe, the reservoir formed by the dam, is stored before being treated to produce drinking water Location Upstream of Fernvale and follows the water journey of source, store and supply. Catchment area 7020.0 square kilometres Length of dam wall 2300.0 metres Source Year completed 1984 Wivenhoe Dam is located on the Brisbane River in the Somerset Type of construction Zoned earth and rock fill Regional Council area. embankment Spillway gates 5 Water supply Full supply capacity 1,165,238 megalitres Wivenhoe Dam provides a safe drinking water supply for Flood mitigation 1,967,000 megalitres Brisbane, Ipswich, Logan, Gold Coast, Beaudesert, Esk, Gatton, Laidley, Kilcoy, Nanango and surrounding areas. The construction of the dam involved the placement of around 4 million cubic metres of earth and rock fill, and around 140,000 Wivenhoe Dam was designed and built as a multifunctional cubic metres of concrete in the spillway section. Excavation facility. The dam was built upstream of the Brisbane River, of 2 million cubic metres of earth and rock was necessary to 80 kilometres from Brisbane City. At full supply level, the dam construct the spillway. holds approximately 2,000 times the daily water consumption needed for Brisbane. The Brisbane Valley Highway was relocated to pass over the dam wall, while 65 kilometres of roads and a number of new Wivenhoe Dam, along with the Somerset, Hinze and North Pine bridges were required following construction of the dam. -
Estimation of the Base Flow Recession Constant Under Human Interference Brian F
WATER RESOURCES RESEARCH, VOL. 49, 7366–7379, doi:10.1002/wrcr.20532, 2013 Estimation of the base flow recession constant under human interference Brian F. Thomas,1 Richard M. Vogel,2 Charles N. Kroll,3 and James S. Famiglietti1,4,5 Received 28 January 2013; revised 27 August 2013; accepted 13 September 2013; published 15 November 2013. [1] The base flow recession constant, Kb, is used to characterize the interaction of groundwater and surface water systems. Estimation of Kb is critical in many studies including rainfall-runoff modeling, estimation of low flow statistics at ungaged locations, and base flow separation methods. The performance of several estimators of Kb are compared, including several new approaches which account for the impact of human withdrawals. A traditional semilog estimation approach adapted to incorporate the influence of human withdrawals was preferred over other derivative-based estimators. Human withdrawals are shown to have a significant impact on the estimation of base flow recessions, even when withdrawals are relatively small. Regional regression models are developed to relate seasonal estimates of Kb to physical, climatic, and anthropogenic characteristics of stream-aquifer systems. Among the factors considered for explaining the behavior of Kb, both drainage density and human withdrawals have significant and similar explanatory power. We document the importance of incorporating human withdrawals into models of the base flow recession response of a watershed and the systemic downward bias associated with estimates of Kb obtained without consideration of human withdrawals. Citation: Thomas, B. F., R. M. Vogel, C. N. Kroll, and J. S. Famiglietti (2013), Estimation of the base flow recession constant under human interference, Water Resour. -
Wivenhoe Dam Emergency Action Plan
WIVENHOE DAM EMERGENCY ACTION PLAN FOR USE BY STAFF OF SEQWATER AND EMERGENCY RESPONSE PERSONNEL Uncontrolled Copy WIVENHOE DAM EMERGENCY ACTION PLAN DISTRIBUTION, AUTHORISATION AND REVISION STATUS Distribution Copy Agency Position Location No. 1 Seqwater Dam Operations Manager Brisbane 2 Seqwater Principal Engineer Dam Safety Ipswich 3 Seqwater Storage Supervisor Wivenhoe Dam 4 Seqwater Operations Coordinator Central 5 SunWater Senior Flood Operations Engineer Flood Operations Centre, Brisbane 6 DERM Director Dam Safety Brisbane 7 Department of Community Duty Officer – Disaster Management Brisbane Safety – State Disaster Service Coordination Centre 8 Somerset Regional Local Disaster Response Coordinator Esk Council 9 Ipswich City Council Local Disaster Response Coordinator Ipswich 10 – 13 Brisbane City Council Local Disaster Response Coordinator Brisbane 14 Queensland Police District Disaster Coordinator Ipswich 15 Queensland Police District Disaster Coordinator Brisbane Uncontrolled Copy September 2010 WIVENHOE DAM EMERGENCY ACTION PLAN Revision Status Rev No. Date Revision Description 0 October 2008 Original 1 August 2009 Revision 1 2 September 2010 Revised 2 Uncontrolled Copy September 2010 WIVENHOE DAM EMERGENCY ACTION PLAN TABLE OF CONTENTS 1 INTRODUCTION ...................................................................................... 1 2 AGENCIES AND RESPONSIBILITIES .................................................... 4 3 DAM TECHNICAL DATA SHEET ............................................................ 5 3.1 Critical