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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 .......................................................................................................................... -
Wyaralong Dam: Issues and Alternatives
Wyaralong Dam: issues and alternatives Issues associated with the proposed construction of a dam on the Teviot Brook, South East Queensland 2nd edition October 2006 Report prepared by Dr G Bradd Witt and Katherine Witt The proposed Wyaralong Dam: issues and alternatives 2nd edition October 2006 Wyaralong Dam: issues and alternatives Issues associated with the proposed construction of a dam on the Teviot Brook, South East Queensland 2nd Edition October 2006 Report prepared by Dr G Bradd Witt and Katherine Witt - 1 - The proposed Wyaralong Dam: issues and alternatives 2nd edition October 2006 Table of contents Table of contents ................................................................................. i 1.0 Executive summary ................................................................... 1 1.1 Purpose ............................................................................. 1 1.2 Key issues identified in this report ........................................ 2 1.3 Alternative proposition ........................................................ 3 2.0 Introduction and context............................................................ 5 2.1 The Wyaralong District ........................................................ 5 2.2 The Teviot Catchment ......................................................... 5 3.0 Key issues of concern ................................................................ 7 3.1 Catchment yield and dam yield ............................................ 7 3.2 Water quality................................................................... -
Water for Life Your Say on South East Queensland's Water Future
Your say on South East Queensland’s water future Water for life 2015 – 2045 A Queensland Bulk Water Supply Authority, trading as Seqwater. ABN: 75 450 239 876 Level 8 117 Brisbane Street, Ipswich QLD 4305 PO Box 16146 City East QLD 4002 P 1800 771 497 F +61 7 3229 7926 E [email protected] W seqwater.com.au Translation and interpreting assistance Seqwater is committed to providing accessible services to people from culturally and linguistically diverse backgrounds. Please contact us and we will arrange an interpreter to share this publication with you. ISBN-13:978-0-9943790-1-6 © Seqwater 2015 This publication is correct at time of writing and is subject to change. B Water for life Water gives and sustains life. It supports healthy communities and a prosperous South East Queensland (SEQ). It is an essential service that is delivered to 3.1 million people across our region every day. As the region’s bulk water supply authority, we are committed to water for life. We are charged with delivering safe, secure and cost-effective water and catchment services to our customers and communities today and in the future. In SEQ we live in a climate of extremes – from times of drought to floods – and we need to be ready to adjust our water use and management when conditions change. Our research tells us that apart from a severe drought or a sharp increase in demand, we have enough water to supply our region for about 15 years. But after that, we will need new water sources to meet growing demand. -
Leslie Harrison Dam Emergency Action Plan
LESLIE HARRISON DAM EMERGENCY ACTION PLAN Expires: 1 August 2023 September 2020 Leslie Harrison Dam Emergency Action Plan QUICK REFERENCE GUIDE Emergency Condition Level Dam Hazard Alert Lean Forward Stand Up Stand Down Flood Event (Section Reservoir level equal to or Flood of Record: Reservoir Extreme Flood Level: Reservoir Level below Full 7.1) greater than 15.24m AHD and level equal to or greater than Reservoir level equal to or Supply Level of 15.24m AHD BoM expected to issue Flood 18.62m AHD greater than 21.00m AHD Warnings across SEQ. Significant Increase in Earthquake of Magnitude 3 or Seepage is increasing or earth Dam failure is considered Seepage through the Dam is Seepage or New Area of higher detected in the vicinity material evident in the possible via an identified controlled and; Seepage (Section 7.2) of the Dam or; seepage is increasing and; failure mechanism. No indicators of potential Dam Significant new or increased The increases cannot be failure are present. seepage areas identified at the controlled. Dam or; Seepage areas containing earth material identified at the Dam. Structural Damage to Earthquake of Magnitude 3 or A Terrorist Threat or Incident is New structural damage or Dam embankment is stable Dam (Section 7.3) higher detected in the vicinity reported at the Dam Site or; movement areas indicate and; of the Dam or; some potential for a structural New structural damage or No potential indicators of failure of the Dam. New structural damage or movement areas have not potential Dam failure are movement areas identified at stabilised and are present. -
Wyralong DAH\DRG\ECO 040806 RE.WOR
Wyaralong Dam Initial Advice Statement Offices Brisbane Denver Karratha Melbourne Prepared For: Queensland Water Infrastructure Pty Ltd Morwell Newcastle Perth Prepared By: WBM Pty Ltd (Member of the BMT group of companies) Sydney Vancouver N:\WYARALONG\EIS\IAS\WYARALONG.DRAFT IAS (V3) - FINAL.DOC 19/9/06 08:09 DOCUMENT CONTROL SHEET WBM Pty Ltd Brisbane Office: Document : Document1 WBM Pty Ltd Level 11, 490 Upper Edward Street SPRING HILL QLD 4004 Project Manager : David Houghton Australia PO Box 203 Spring Hill QLD 4004 Telephone (07) 3831 6744 Client : Queensland Water Infrastructure Facsimile (07) 3832 3627 Pty Ltd www.wbmpl.com.au Lee Benson ABN 54 010 830 421 002 Client Contact: Client Reference Title : Wyaralong Dam Initial Advice Statement Author : David Houghton, Darren Richardson Synopsis : Initial Advice Statement for the EIS for the proposed Wyaralong Dam on Teviot Brook, located in the Logan River catchment. REVISION/CHECKING HISTORY REVISION DATE OF ISSUE CHECKED BY ISSUED BY NUMBER 0 26 August 2006 D Richardson D Houghton 1 5 September 2006 D Richardson D Houghton DISTRIBUTION DESTINATION REVISION 0 1 2 3 QWI 1* 1* WBM File 1 1 WBM Library PDF PDF N:\WYARALONG\EIS\IAS\WYARALONG.DRAFT IAS (V3) - FINAL.DOC 19/9/06 08:09 I EXECUTIVE SUMMARY The Wyaralong Dam project involves the construction of a new dam on Teviot Brook (14.8 km AMTD), a tributary of the Logan River in Southeast Queensland (SEQ). The dam will be located approximately 14.2 km north-west of Beaudesert and 50.6 km south south-west of Brisbane. -
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 -
Rising to the Challenge
Rising to the challenge Annual Report 2010-11 14 September 2011 This Annual Report provides information about the financial and non-financial performance of Seqwater for 2010-11. The Hon Stephen Robertson MP It has been prepared in accordance with the Financial Minister for Energy and Water Utilities Accountability Act 2009, the Financial and Performance PO Box 15216 Management Standard 2009 and the Annual Report City East QLD 4002 Guidelines for Queensland Government Agencies. This Report records the significant achievements The Hon Rachel Nolan MP against the strategies and activities detailed in the Minister for Finance, Natural Resources and the Arts organisation’s strategic and operational plans. GPO Box 611 This Report has been prepared for the Minister for Brisbane QLD 4001 Energy and Water Utilities to submit to Parliament. It has also been prepared to meet the needs of Seqwater’s customers and stakeholders, which include the Federal and local governments, industry Dear Ministers and business associations and the community. 2010-11 Seqwater Annual Report This Report is publically available and can be viewed I am pleased to present the Annual Report 2010-11 for and downloaded from the Seqwater website at the Queensland Bulk Water Supply Authority, trading www.seqwater.com.au/public/news-publications/ as Seqwater. annual-reports. I certify that this Annual Report meets the prescribed Printed copies are available from Seqwater’s requirements of the Financial Accountability Act 2009 registered office. and the Financial and Performance Management Standard 2009 particularly with regard to reporting Contact the Authority’s objectives, functions, performance and governance arrangements. Queensland Bulk Water Authority, trading as Seqwater. -
Somerset Dam
ENGINEERS AUSTRALIA ENGINEERING HERITAGE AUSTRALIA HERITAGE RECOGNITION PROGRAM Nomination Document for THE SOMERSET DAM BCC Image BCC-C54-16 Somerset Region South-east Queensland January 2010 Table of Contents Nomination Form .................................................................................................................................. 1 Introduction........................................................................................................................................... 2 Letter of support: ................................................................................................................................... 3 Location Maps ........................................................................................................................................ 4 Heritage Assessment 1. BASIC DATA ..................................................................................................................................... 5 2. ASSESSMENT OF SIGNIFICANCE Statement of Significance:.............................................................................................................. 6 Proposed wording for interpretation panel .......................................................................................... 9 Appendix A: Paper by Geoffrey Cossins............................................................................................... 10 References ................................................................................................................................. -
Science Forum and Stakeholder Engagement Booklet
Urban Water Security Research Alliance Science Forum and Stakeholder Engagement Building Linkages, Collaboration and Science Quality 28-29 September 2010 Brisbane, Queensland Program and Abstracts UWSRA Science Forum and Stakeholder Engagement – Program and Abstracts ISSN 1839-1230 (Print) UWSRA Science Forum and Stakeholder Engagement – Program and Abstracts ISSN 1839-1249 (Online) The Urban Water Security Research Alliance (UWSRA) is a $50 million partnership over five years between the Queensland Government, CSIRO’s Water for a Healthy Country Flagship, Griffith University and The University of Queensland. The Alliance has been formed to address South-East Queensland's emerging urban water issues with a focus on water security and recycling. The program will bring new research capacity to South-East Queensland tailored to tackling existing and anticipated future issues to inform the implementation of the Water Strategy. For more information about the: UWSRA - visit http://www.urbanwateralliance.org.au/ Queensland Government - visit http://www.qld.gov.au/ Water for a Healthy Country Flagship - visit www.csiro.au/org/HealthyCountry.html The University of Queensland - visit http://www.uq.edu.au/ Griffith University - visit http://www.griffith.edu.au/ Enquiries should be addressed to: The Urban Water Security Research Alliance PO Box 15087 CITY EAST QLD 4002 Ph: 07-3247 3005; Fax: 07- 3405 3556 Email: [email protected] Begbie, D.K. and Wakem, S.L. (eds) (2010), Science Forum and Stakeholder Engagement: Building Linkages, Collaboration and Science Quality, Urban Water Security Research Alliance, 28-29 September, Brisbane, Queensland. Copyright © 2010 CSIRO To the extent permitted by law, all rights are reserved and no part of this publication covered by copyright may be reproduced or copied in any form or by any means except with the written permission of CSIRO. -
Assessment of Capital and Operating Expenditure Final
Seqwater Irrigation Price Review 2013-2017 Assessment of Capital and Operating Expenditure FINAL December 2012 Seqwater Irrigation Price Review 2013- 2017 ASSESSMENT OF CAPITAL AND OPERATING EXPENDITURE Rev 6 Final 12 December 2012 Sinclair Knight Merz ABN 37 001 024 095 Cnr of Cordelia and Russell Street South Brisbane QLD 4101 Australia PO Box 3848 South Brisbane QLD 4101 Australia Tel: +61 7 3026 7100 Fax: +61 7 3026 7300 Web: www.skmconsulting.com COPYRIGHT: The concepts and information contained in this document are the property of Sinclair Knight Merz Pty Ltd. Use or copying of this document in whole or in part without the written permission of Sinclair Knight Merz constitutes an infringement of copyright. LIMITATION: This report has been prepared on behalf of and for the exclusive use of Sinclair Knight Merz Pty Ltd’s Client, and is subject to and issued in connection with the provisions of the agreement between Sinclair Knight Merz and its Client. Sinclair Knight Merz accepts no liability or responsibility whatsoever for or in respect of any use of or reliance upon this report by any third party. The SKM logo trade mark is a registered trade mark of Sinclair Knight Merz Pty Ltd. Contents 1. Executive summary 6 1.1. Introduction and background 6 1.2. Policy and procedure review 6 1.3. Capital expenditure 7 1.4. Operational Expenditure 12 2. Introduction 18 2.1. Terms of reference 18 2.2. Report overview 19 3. Background 20 3.1. Seqwater 20 3.2. The role of the Authority 22 3.3. -
21St Century Dam Design — Advances and Adaptations
United States Society on Dams 21st Century Dam Design — Advances and Adaptations 31st Annual USSD Conference San Diego, California, April 11-15, 2011 CONTENTS Plenary Session Managing Multiple Priorities: Raising a Dam, Operating a Reservoir, and Coordinating a System of Projects ............................1 Kelly Rodgers and Gerald E. Reed III, San Diego County Water Authority; Rosalva Morales and Yana Balotsky, City of San Diego; Thomas O. Keller, GEI Consultants, Inc.; and Kevin N. Davis, Black & Veatch Corporation Partnering with Project Stakeholders at the San Vicente Dam Raise...........3 Thomas C. Haid, Parsons/Black & Veatch JV; Gerald E. Reed III, Vic Bianes and Kelly Rodgers, San Diego County Water Authority; and William A. Corn, Shimmick Construction Company Managing Unexpected Endangered Species Issues on Bid-Ready Projects........5 Anita M. Hayworth, Dudek; Mary Putnam, San Diego County Water Authority; and Douglas Gettinger, Jeffrey D. Priest and Paul M. Lemons, Dudek Planning and Cost Reduction Considerations for RCC Dam Construction........7 Adam Zagorski, Shimmick/Obayashi JV; and Mike Pauletto, M. Pauletto and Associates Ten Years After the World Commission on Dams Report: Where Are We?........9 Manoshree Sundaram, Federal Energy Regulatory Commission Australian Risk Approach for Assessment of Dams ...................11 M. Barker, GHD The Relative Health of the Dams and Reservoirs Market ................13 Del A. Shannon, ASI Constructors, Inc. Design of the Dams of the Panama Canal Expansion ..................15 Lelio Mejia, John Roadifer and Mike Forrest, URS Corporation; and Antonio Abrego and Maximiliano De Puy, Autoridad del Canal de Panama Concrete Dams: Advances in Analysis Myponga Dam Stability Evaluation: Modeling Stress Relaxation for Arch Dams Using Linear Finite Element Analysis ..........................17 Scott L. -
Gold Creek Dam and Its Unusual Waste Waterway (1890-1997) : Design, Operation, Maintenance." Can
CHANSON, H., and WHITMORE, R.L. (1998). "Gold Creek Dam and its Unusual Waste Waterway (1890-1997) : Design, Operation, Maintenance." Can. Jl of Civil Eng., Vol. 25, No. 4, Aug., pp. 755-768 & Front Cover (ISSN 0315- 1468). Gold Creek Dam and its Unusual Waste Waterway (1890-1997) : Design, Operation, Maintenance Hubert Chanson Senior Lecturer, Department of Civil Engineering, and R.L. Whitmore Emeritus Professor, The University of Queensland, Brisbane QLD 4072, Australia. Fax : (61 7) 33 65 45 99 Email : [email protected] Abstract : Completed in 1885, the Gold Creek dam is an earthen dam located on the outskirts of Brisbane, Australia. The spillway system was refurbished three times, each time to increase the maximum overflow capacity. In 1890, a concrete stepped waterway was built to replace the damaged unlined-rock channel. This staircase chute is an unique structure : it is the first large man-made waste waterway built in Queensland, it is the only stepped weir built in Queensland before 1900, and it is, so far as the writers are aware, the first concrete-stepped spillway built for a large dam. The characteristics of the dam and its unusual stepped spillway are reviewed in a historical context. The design is compared with contemporary structures and present knowledge in stepped spillway design. The authors believe that the Queensland engineers gained expertise from overseas and within Australia for the stepped spillway design. However the selection of concrete for the step construction was made by the local engineers and the reasons behind the decision are not yet understood.