Wivenhoe: a Dam Designed to Fail and Decimate Brisbane
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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. -
The Bathurst Bay Hurricane: Media, Memory and Disaster
The Bathurst Bay Hurricane: Media, Memory and Disaster Ian Bruce Townsend Bachelor of Arts (Communications) A thesis submitted for the degree of Doctor of Philosophy at The University of Queensland in 2019 School of Historical and Philosophical Inquiry Abstract In 1899, one of the most powerful cyclones recorded struck the eastern coast of Cape York, Queensland, resulting in 298 known deaths, most of whom were foreign workers of the Thursday Island pearling fleets. Today, Australia’s deadliest cyclone is barely remembered nationally, although there is increasing interest internationally in the cyclone’s world record storm surge by scientists studying past cyclones to assess the risks of future disasters, particularly from a changing climate. The 1899 pearling fleet disaster, attributed by Queensland Government meteorologist Clement Wragge to a cyclone he named Mahina, has not until now been the subject of scholarly historical inquiry. This thesis examines the evidence, as well as the factors that influenced how the cyclone and its disaster have been remembered, reported, and studied. Personal and public archives were searched for references to, and evidence for, the event. A methodology was developed to test the credibility of documents and the evidence they contained, including the data of interest to science. Theories of narrative and memory were applied to those documents to show how and why evidence changed over time. Finally, the best evidence was used to reconstruct aspects of the event, including the fate of several communities, the cyclone’s track, and the elements that contributed to the internationally significant storm tide. The thesis concludes that powerful cultural narratives were responsible for the nation forgetting a disaster in which 96 percent of the victims were considered not to be citizens of the anticipated White Australia. -
The Cyclone As Trope of Apocalypse and Place in Queensland Literature
ResearchOnline@JCU This file is part of the following work: Spicer, Chrystopher J. (2018) The cyclone written into our place: the cyclone as trope of apocalypse and place in Queensland literature. PhD Thesis, James Cook University. Access to this file is available from: https://doi.org/10.25903/7pjw%2D9y76 Copyright © 2018 Chrystopher J. Spicer. The author has certified to JCU that they have made a reasonable effort to gain permission and acknowledge the owners of any third party copyright material included in this document. If you believe that this is not the case, please email [email protected] The Cyclone Written Into Our Place The cyclone as trope of apocalypse and place in Queensland literature Thesis submitted by Chrystopher J Spicer M.A. July, 2018 For the degree of Doctor of Philosophy College of Arts, Society and Education James Cook University ii Acknowledgements of the Contribution of Others I would like to thank a number of people for their help and encouragement during this research project. Firstly, I would like to thank my wife Marcella whose constant belief that I could accomplish this project, while she was learning to live with her own personal trauma at the same time, encouraged me to persevere with this thesis project when the tide of my own faith would ebb. I could not have come this far without her faith in me and her determination to journey with me on this path. I would also like to thank my supervisors, Professors Stephen Torre and Richard Landsdown, for their valuable support, constructive criticism and suggestions during the course of our work together. -
Geographical Overview of the Three Gorges Dam and Reservoir, China—Geologic Hazards and Environmental Impacts
Geographical Overview of the Three Gorges Dam and Reservoir, China—Geologic Hazards and Environmental Impacts Open-File Report 2008–1241 U.S. Department of the Interior U.S. Geological Survey Geographical Overview of the Three Gorges Dam and Reservoir, China— Geologic Hazards and Environmental Impacts By Lynn M. Highland Open-File Report 2008–1241 U.S. Department of the Interior U.S. Geological Survey U.S. Department of the Interior DIRK KEMPTHORNE, Secretary U.S. Geological Survey Mark D. Myers, Director U.S. Geological Survey, Reston, Virginia: 2008 For product and ordering information: World Wide Web: http://www.usgs.gov/pubprod Telephone: 1-888-ASK-USGS For more information on the USGS—the Federal source for science about the Earth, its natural and living resources, natural hazards, and the environment: World Wide Web: http://www.usgs.gov Telephone: 1-888-ASK-USGS Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government. Although this report is in the public domain, permission must be secured from the individual copyright owners to reproduce any copyrighted materials contained within this report. Suggested citation: Highland, L.M., 2008, Geographical overview of the Three Gorges dam and reservoir, China—Geologic hazards and environmental impacts: U.S. Geological Survey Open-File Report 2008–1241, 79 p. http://pubs.usgs.gov/of/2008/1241/ iii Contents Slide 1...............................................................................................................................................................1 -
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. -
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 -
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. -
Climate Change and Health
Climate Change and Health Climate Change and Health CO2Coalition.org Table of Contents Introduc on .........................................................................................................................................................................2 Warmth, Wealth and Health ................................................................................................................................................2 Figure 1: The Preston curve of Life Expectancy at birth increasing with GDP per capita ..............................................3 Figure 2: Projected economic impact of global warming of 1⁰C, 2.5⁰C and 3⁰C over the 21st century .........................4 Temperature and Disease ..........................................................................................................................................4 Figure 3: Nocturnal temperature trends for 1910-39 (Top) and 1970-97 (Bo om): trends plo ed for the coldest nights from the le (No. 1) to the warmest (No. 365) ...............................................................................................5 Figure 4: Distribu on of cholera in 2016 as reported to the World Health Organisa on ...............................................7 Figure 5: Projected changes in cold-related and heat-related excess mortality over the 21st century for nine regions and three emissions scenarios: RCP2.6, RCP4.5 and RCP8.5 .......................................................................9 Disease Vectors ..................................................................................................................................................................10 -
L Z012 Oalt Aegavcd
t 6 JUL Z012 OAlt AEGavcD Queensland Competition Authority. file ref:444089 Level19, 12 Creek Street, BRISBANE. QLD 4001 For the Attention of Angus MacDonald Dear Sir, Subject-Irrigation Prices for Seqwater Central Brisbane WSS: 2013-17 We are stakeholders in the Central Brisbane WSS and hold a current license to draw water from the Brisbane River between Wivenhoe Dam and Mount Crosby. We would be extremely concerned should the QCA come to the conclusion that the documentation provided by Seqwater provides a justification for any charge to be made for water taken direct from the Brisbane River under the capped 7000MI agreement. We note that the Fernvale Consultation meeting of 22"d June was attended by a very small proportion of the 130 license Holders. We consider that the views expressed about the level of charging per Ml were not representative of our views or the views of the majority of license holders in the Central Brisbane WSS who attended a meeting of 10th July 2012. We support the views expressed in the attached submission and request the QCA accept this submission on our behalf. Yours faithfully, Signature r/lrz-1'151§/1 rr-; L-~,P Print Name of l icense Holder... ............... :.................. .............................................. .. Date 16 ~: ~.... / 'j-l- ~~ MID a&Ua&JII£ A l 'f'EI. 1 &1.1&4..-e&l ~ Pt•omotin8 Effective Sustainable Catchment Manag=ent Submission to Queensland Competition Authority In relation to Seqwater Rural Water Supply Network Service Plan For the Central Brisbane River supply scheme On Behalf of The Members of Mid Brisbane River Irrigators Inc This submission is prepared under 3 main headings 1. -
Darling Downs - DD1
Priority Agricultural Areas - Darling Downs - DD1 Legend Railway Regional Plans boundary Parcel boundary C o g o Lake and dam o n R i Priority Agricultural Area ver DD4 DD7 DD1 DD5 DD8 M a r a n o a DD2 DD3 DD6 DD9 R iv e r r ive e R onn Bal 02.25 4.5 9 13.5 18 Ej Beardmore Dam kilometres B a l o n To the extent permitted by law, The Department of State Development, n e Infrastructure and Planning gives no warranty in relation to the material or R i information contained in this data (including accuracy, reliability, v e r completeness or suitability) and accepts no liability (including without limitation, liability in negligence) for any loss, damage or costs (including indirect or consequential damage) relating to any use of the material or information contained in this Data; and responsibility or liability for any loss or damage arising from its use. Priority Agricultural Areas - Darling Downs - DD2 Legend Bollon St George Railway Regional Plans boundary Parcel boundary Lake and dam Priority Agricultural Area DD4 DD7 Ba DD1 DD5 DD8 lo n n e R i v DD2 DD3 DD6 DD9 e r r e iv R n a rr Na Dirranbandi ive r lgo a R Cu r e v i R a 02.25 4.5 9 13.5 18 ar k h kilometres Bo To the extent permitted by law, The Department of State Development, Infrastructure and Planning gives no warranty in relation to the material or information contained in this data (including accuracy, reliability, Lake Bokhara completeness or suitability) and accepts no liability (including without limitation, Hebel liability in negligence) for any loss, damage or costs (including indirect or consequential damage) relating to any use of the material or information contained in this Data; and responsibility or liability for any loss or damage New South Wales arising from its use.