Purified Recycled Water in the Lockyer Valley
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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. -
Seqwater's 22 October Submission / Response To
SEQWATER’S 22 OCTOBER SUBMISSION / RESPONSE TO QCA REQUEST OF 12 OCTOBER 12 October 2012 I hereby provide Seqwater with a further information request. Seqwater’s detailed responses to each item would be appreciated by COB 19 October 2012, please. Happy to discuss at any time noting the proposed due date of COB 19 October 2012 From: Colin Nicolson [mailto:[email protected]] Sent: Friday, 19 October 2012 1:10 PM To: Angus MacDonald Cc: George Passmore; Damian Scholz Subject: FW: Information Request 12 October 2012 Hello Angus Here are our responses to the above information request. QCA Question 1 - Cedar Pocket Stakeholders (Issues Arising (IA) Cedar Pocket 2012) submitted that more details were required regarding Seqwater’s proposed renewals expenditure [outlined in the NSP] on “electricity supply assets” in 2025-26 at $30,000. Please provide more details regarding this proposed expenditure. Seqwater Response to Item 1 The Assets in question are a property pole, meter box (excluding the meters), cabling and a distribution board. The renewal is scheduled based on the Seqwater “standard asset life” of 20 years for this type of equipment. It was installed in 2005 and will be 20 years old when the work is scheduled. The cost estimate is drawn from the estimated replacement costs as set out in Section 5.2.2 and Section 9 of the Irrigation Infrastructure Renewal Projections - 2013/14 to 2046/47 Report on Methodology. The renewal timing, will be reviewed on an ongoing basis so that it is only delivered when condition warrants. The scope and cost estimate will be reviewed prior to commencement of work to ensure the delivery is efficient. -
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. -
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. -
Somerset and Wivenhoe Dam Safety Upgrades – Business
Somerset and Wivenhoe Dam Safety Upgrades – Business Case Stage APRIL 2019 Somerset Dam was built between 1937 and 1959. Wivenhoe Dam was completed in 1985. Both dams were designed to the engineering standards of their time. We now know more about the risks of extreme floods to the Somerset and Wivenhoe Dam walls. Both dams will be upgraded so that they can withstand much larger floods. What has changed since the dams were built? Some things have changed since the dams were built or last upgraded. These include: • significant population growth downstream • advances in dam design and the development of consistent risk assessment methods • improved estimates of extreme rainfall events • data from recent floods and updated flood modelling. An independent assessment has found the dams do not meet modern Queensland Government dam safety guidelines. We now know extreme floods could exceed the design capacity of the dams. Under the Water Supply (Safety and Reliability) Act 2008, we need to upgrade both dams to meet the guidelines. Lowering water levels in Somerset and Wivenhoe In January 2016, Seqwater changed the way it manages both Somerset and Wivenhoe Dams. These changes immediately improved the ability of both dams to withstand extreme floods and maintain flood mitigation. Changes include: • Changing the flood operations manual for both dams • Lowering the water supply storage volume of Somerset Dam to 80% of its normal volume • Lowering the water supply storage volume of Wivenhoe Dam to 90% of its normal volume. Lowering the water supply storage volume increased the flood storage volume in the dams. What to expect Get involved The water supply storage levels in both dams will remain Identifying the social, environmental and heritage impacts lowered during the design and construction of the of the shortlisted upgrade options for Somerset Dam is part Somerset Dam safety upgrade. -
Community Adaptation Strategies to Floods
Community adaptation strategies to floods Investigating affected communities in the aftermath of the 2010–11 floods Understanding how floods impact communities provides insights on policies aimed at reducing the impact of future flood events. Climate change scenarios suggest an increase in extreme rainfall events, contributing to a greater frequency of riverine and flash floods. At the same time, Emergency Management Australia has shifted its policies for hazard mitigation towards building resilient communities. The experiences of psychological, financial and social stress within the communi- ties preparing for, dealing with, and recovering from the floods provides information to planners and emergency managers. This project looked at the factors inhibiting and enabling household adaptation strategies in the flood-affected communi- ties of Brisbane, Emerald and Donald in the aftermath of the 2010–11 flooding events. Researchers uncovered strengths and weaknesses in community resilience through surveys and face-to-face interviews with residents and local and State government agencies. Main factors affecting response, recovery and adaptation to floods » Memory of hardship from direct flood experience » Structural limits to adaptive housing redesign » Expectation of success from adaptation strategy » Financial constraints limiting capacity for change » Lack of support from insurance companies » Relocation resistance due to community identity » Negative physical and mental health impacts » Participation in community initiatives » Inadequate communication before and during » Perceived government protection through dam flooding events management, building regulations, and planning The Brisbane, Emerald and Donald case studies Study participants reported ample evidence of commu- Richardson River were the highest since 1909. The flood nity resilience through 39 face-to-face interviews and 210 caused extensive damage to agricultural land and public survey responses. -
Annual Report 2011-12
AnnuAl RepoRt 2011-12 6 September 2012 this Annual Report provides information about the financial and non-financial performance of the Queensland Bulk Water Supply the Hon Mark McArdle Mp Authority (trading as Seqwater) for 2011-12. Minister for energy and Water Supply PO Box 15216 It has been prepared in accordance with the Financial City east QlD 4002 Accountability Act 2009, the Financial and performance Management Standard 2009 and the Annual Report Guidelines the Hon tim nicholls Mp for Queensland government agencies. treasurer and Minister for trade level 9, executive Building the report records the significant achievements against the 100 George St strategies and activities detailed in the organisation’s Strategic Brisbane Qld 4000 and operational plans. this report has been prepared for the Minister for energy and Dear Ministers Water Supply, to submit to parliament. It has also been prepared 2011-12 Seqwater Annual Report to meet the needs of Seqwater’s customers and stakeholders, which include the Commonwealth and local governments, I am pleased to present the Annual Report 2011-12 and industry and business associations and the community. financial statements for the Queensland Bulk Water Supply Authority (QBWSA), trading as Seqwater. this report is publicly available and can be viewed and downloaded from Seqwater’s website at I certify that this Annual Report complies with: www.seqwater.com.au/public/news-publications/annual-reports. • the prescribed requirements of the Financial Accountability Act 2009 and the Financial and performance Management Standard 2009, and • the detailed requirements set out in the Annual Report requirements for Queensland government agencies. -
Manual of Operational Procedures for Flood Mitigation at Wivenhoe Dam and Somerset Dam 1 the Controlled Version of This Document Is Registered
Wivenhoe Dam and Somerset Dam Manual of Operational Procedures for Flood Mitigation Revision 15 | November 2019 15 Revision No. Date Amendment Details 0 27 October 1968 Original issue. 1 6 October 1992 Complete revision and re-issue. 2 13 November 1997 Complete revision and re-issue. 3 24 August 1998 Change to page 23. 4 6 September 2002 Complete revision and re-issue. 5 4 October 2004 Complete revision. 6 20 December 2004 Miscellaneous amendments and re-issue. 7 November 2009 (approved by Gazette notice Complete revision. 22 January 2010) 8 September 2011 Revision but no substantive alteration of objectives, strategies or operating practices. 9 November 2011 Insertion of Section 8 and consequential amendments. 10 October 2012 Revision but no substantive alteration of objectives, strategies or operating practices. 11 November 2013 Revision to take account of changes to the Act and improve clarity, but no substantive alteration of objectives or strategies. Operating practices amended to exclude consideration of Twin Bridges and Savages Crossing following stakeholder input. 12 November 2014 Significant revision including changes from WSDOS investigations, legislative changes and a number of general improvements. 13 November 2015 A number of minor updates to improve readability and application. 14 November 2016 Changes to account for the revised Maximum Flood Storage Level for Somerset Dam and a number of general improvements. 15 November 2019 Revision Revision No: 15 – November 2019 Seqwater Doc No: MAN-0051 Manual of Operational Procedures for Flood Mitigation at Wivenhoe Dam and Somerset Dam 1 The controlled version of this document is registered. All other versions including printed versions are uncontrolled. -
The Queensland Urban Water Industry Workforce Composition Snapshot Contents
The Queensland Urban Water Industry Workforce Composition Snapshot Contents 1 Introduction 1 1.1 Queensland Water Industry 1 1.2 What is a Skills Formation Strategy 2 2 Size of the Queensland Water Industry 3 2.1 Section Summary 3 2.2 Background 3 2.3 Total Size of the Local Government Water Industry 4 2.4 Size of the Broader Queensland Water Industry 5 3 Internal Analysis: Workforce Statistics 6 3.1 Section Summary 6 3.2 Background 6 is a business unit of the 3.3 Job Family/Role 7 Institute of Public Works Engineers Association 3.4 Age 8 Queensland (IPWEAQ) 3.5 Age Profile and Job Role 9 and an initiative of Institute 3.6 Comparison of Queensland Local Government of Public Works Engineering owned Water Service Providers, SEQ Water Grid Australia QLD Division Inc and WSAA study workforce statistics 10 Local Government Association of QLD 4 Discussion and Conclusion 11 Local Government References 12 Managers Australia Appendix 13 Australian Water Association This document can be referenced as the ‘Queensland Urban Water Industry Workforce Snapshot 2010’ 25 Evelyn Street Newstead, QLD, 4006 PO Box 2100 Fortitude Valley, BC, 4006 phone 07 3252 4701 fax 07 3257 2392 email [email protected] www.qldwater.com.au 1 Introduction Queensland is mobilising its water industry to respond to significant skills challenges including an ageing workforce and competition from other sectors. 1.1 Queensland Water Industry In Queensland, there are 77 standard registered water service providers, excluding smaller boards and private schemes. Of these, 66 are owned by local government, 15 utilities are indigenous councils including 2 Torres Strait Island councils and 13 Aboriginal councils. -
WATER SECURITY STATUS REPORT December 2020
WATER SECURITY STATUS REPORT December 2020 SEQ Water Grid capacity Average daily residential consumption Grid operations and overall water security position (L/Person) Despite receiving rainfall in parts of the northern and southern areas The Southern Regional Water Pipeline is still operating in a northerly 100% 250 2019 December average of South East Queensland (SEQ), the region continues to be in Drought direction. The Northern Pipeline Interconnectors (NPI 1 and 2) have been 90% 200 Response conditions with combined Water Grid storages at 57.8%. operating in a bidirectional mode, with NPI 1 flowing north while NPI 80% 150 2 flows south. The grid flow operations help to distribute water in SEQ Wivenhoe Dam remains below 50% capacity for the seventh 70% 100 where it is needed most. SEQ Drought Readiness 50 consecutive month. There was minimal rainfall in the catchment 60% average Drought Response 0 surrounding Lake Wivenhoe, our largest drinking water storage. The average residential water usage remains high at 172 litres per 50% person, per day (LPD). While this is less than the same period last year 40% 172 184 165 196 177 164 Although the December rain provided welcome relief for many of the (195 LPD), it is still 22 litres above the recommended 150 LPD average % region’s off-grid communities, Boonah-Kalbar and Dayboro are still under 57.8 30% *Data range is 03/12/2020 to 30/12/2020 and 05/12/2019 to 01/01/2020 according to the SEQ Drought Response Plan. drought response monitoring (see below for additional details). 20% See map below and legend at the bottom of the page for water service provider information The Bureau of Meteorology (BOM) outlook for January to March is likely 10% The Gold Coast Desalination Plant (GCDP) had been maximising to be wetter than average for much of Australia, particularly in the east. -
Appendix 8.1 Capital Expenditure Disclosures for the Grid Service Charges Information Returns 2012-2013
Appendix 8.1 Capital Expenditure Disclosures for the Grid Service Charges Information Returns 2012-2013 Seqwater Capital Expenditure 2011-2012 Project ID Project Description Asset Name and Type Asset Location Construction Start/ Acquisition Date Commissioning Date New/ Ongoing life Asset Opening Balance 2011-12 2011-12 Interest Capitalised Total Capital Cost WTP, Dam, Pipeline Years QCA approval Est Act Seqwater Drought Infrastructure Capitalised by 30 June 2012 C201000217 Wyaralong Dam Acquisition (see Note 1 below) Wyaralong Dam Beaudesert Jul-11 Jul-11 New 150 373,473,000 373,427,243 - 373,427,243 C201000119 Wyaralong Dam - transfer - owner costs Wyaralong Dam Beaudesert Jul-11 Jul-11 New 150 385,000 400,000 365,000 - 750,000 C200900032 Hinze Dam Stage 3 (Construction) Hinze Dam Nerang Pre 1-Jul-11 Nov-11 New 150 371,502,000 11,300,000 13,949,376 57,986,000 443,437,376 Hinze Dam Stage 3 - Land Hinze Dam Nerang Pre 1- Jul-12 Nov- 11 New 0 - 8,950 , 000 8,950 , 000 - 8,950 , 000 C200900032 Hinze Dam Stage 3 (Defects Liability) Hinze Dam Nerang Pre 1-Jul-11 Jun-12 New 150 10,000,000 9,968,970 - 9,968,970 C200900085 Ewen Maddock WTP Upgrade Ewen Maddock WTP Sunshine Coast Jul-11 Jun-12 Ongoing 30 100,000 260,000 - 260,000 Total Seqwater Drought Infrastructure Capitalised by 30 June 2012 404,223,000 406,920,589 57,986,000 836,793,589 Approved Seqwater Non-drought Infrastructure Capitalised by 30 June 2012 C201000232 Mt Crosby WTPs Critical Chemical Dosing Systems Mt Crosby WTPs Mt Crosby Jul-11 Jun-12 Ongoing 20 705,000 705,000 - 705,000 -
Comparison of Water-Energy Trajectories of Two Major Regions Experiencing Water Shortage
Comparison of water-energy trajectories of two major regions experiencing water shortage Ka Leung Lam, Paul A. Lant, Katherine R. O'Brien, and Steven J. Kenway* School of Chemical Engineering, The University of Queensland, Brisbane, QLD 4072, Australia *Corresponding author, e-mail: [email protected] Abstract Water shortage, increased demand and rising energy costs are major challenges for the water sector worldwide. Here we use a comparative case study to explore the long-term changes in the system-wide water and associated energy use in two different regions that encountered water shortage. In Australia, South East Queensland (SEQ) encountered a drought from 2001 to 2009, while Perth has experienced a decline in rainfall since the 1970s. This novel longitudinal study quantifies and compares the urban water consumption and the energy use of the water supply systems in SEQ and Perth during the period 2002 to 2014. Unlike hypothetical and long-term scenario studies, this comparative study quantifies actual changes in regional water consumption and associated energy, and explores the lessons learned from the two regions. In 2002, Perth had a similar per capita water consumption rate to SEQ and 48% higher per capita energy use in the water supply system. From 2002 to 2014, a strong effort of water conservation can be seen in SEQ during the drought, while Perth has been increasingly relying on seawater desalination. By 2014, even though the drought in SEQ had ended and the drying climate in Perth was continuing, the per capita water consumption in SEQ (266 L/p/d) was still 28% lower than that of Perth (368 L/p/d), while the per capita energy use in Perth (247 kWh/p/yr) had increased to almost five times that of SEQ (53 kWh/p/yr).