Wyaralong Dam: Issues and Alternatives
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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 .......................................................................................................................... -
Submission DR130
To: Commissioner Dr Jane Doolan, Associate Commissioner Drew Collins Productivity Commission National Water Reform 2020 Submission by John F Kell BE (SYD), M App Sc (UNSW), MIEAust, MICE Date: 25 March 2021 Revision: 3 Summary of Contents 1.0 Introduction 2.0 Current Situation / Problem Solution 3.0 The Solution 4.0 Dam Location 5.0 Water channel design 6.0 Commonwealth of Australia Constitution Act – Section 100 7.0 Federal and State Responses 8.0 Conclusion 9.0 Acknowledgements Attachments 1 Referenced Data 2A Preliminary Design of Gravity Flow Channel Summary 2B Preliminary Design of Gravity Flow Channel Summary 3 Effectiveness of Dam Size Design Units L litres KL kilolitres ML Megalitres GL Gigalitres (Sydney Harbour ~ 500GL) GL/a Gigalitres / annum RL Relative Level - above sea level (m) m metre TEL Townsville Enterprise Limited SMEC Snowy Mountains Engineering Corporation MDBA Murray Darling Basin Authority 1.0 Introduction This submission is to present a practical solution to restore balance in the Murray Daring Basin (MDB) with a significant regular inflow of water from the Burdekin and Herbert Rivers in Queensland. My background is civil/structural engineering (BE Sydney Uni - 1973). As a fresh graduate, I worked in South Africa and UK for ~6 years, including a stint with a water consulting practice in Johannesburg, including relieving Mafeking as a site engineer on a water canal project. Attained the MICE (UK) in Manchester in 1979. In 1980 returning to Sydney, I joined Connell Wagner (now Aurecon), designing large scale industrial projects. Since 1990, I have headed a manufacturing company in the specialised field of investment casting (www.hycast.com.au) at Smithfield, NSW. -
The Burdekin River
The Burdekin River In March 1846, the Burdekin River was named by German During the wet season there is no shortage of water explorer and scientist, Ludwig Leichhardt after Mrs Thomas or wildlife surrounding the Burdekin River. As the wet Burdekin, who assisted Mr Leichhardt during his expedition. season progresses the native wildlife flourishes and the dry country comes alive with all types of flora and fauna. In 1859, George Dalrymple explored the area in search of good pastoral land. Two years later, in 1861, the land One of the major river systems in Australia, the along the Burdekin River was being settled and cattle Burdekin has a total catchment area of 130,000 sq km, properties and agricultural farms were established. which is similar in size to England or Greece. The Burdekin River is 740km long and the centrepiece to an entire network of rivers. Most of the water that flows through the Burdekin Ludwig River starts its journey slowly flowing through Leichhardt creeks and tributaries picking up more volume as it heads towards the Pacific Ocean. Information and photos courtesy of Lower Burdekin Water, CSIRO, SunWater and Lower Burdekin Historical Society Inc. Burdekin Falls Dam The site chosen for the Dam was the Burdekin Throughout the construction phase the As well as being a fantastic spot for camping, Falls, 159km from the mouth of the river. The weather had been very kind. There had this lake is also popular for fishing with Burdekin Dam required a huge volume of not been a wet season in the 2 ½ years schools of grunter, sleepy cod, silver perch concrete; it took 630,000 cubic metres for it had taken to construct the dam. -
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. -
Lin-Et-Al-2018.Pdf
Received: 20 February 2017 Revised: 13 July 2017 Accepted: 17 July 2017 DOI: 10.1002/aqc.2831 RESEARCH ARTICLE Impacts of fishing, river flow and connectivity loss on the conservation of a migratory fish population Hsien‐Yung Lin1 | Christopher J. Brown2 | Ross G. Dwyer3 | Doug J. Harding4 | David T. Roberts5 | Richard A. Fuller1 | Simon Linke2 | Hugh P. Possingham1 1 Centre for Biodiversity and Conservation Science, School of Biological Sciences, The Abstract University of Queensland, St Lucia, QLD, 1. Migratory species depend on connected habitats and appropriate migratory cues to complete Australia their life cycles. Diadromous fish exemplify species with migratory life cycles by moving 2 The Australian Rivers Institute, Griffith between connected freshwater and saltwater habitats to reproduce. However, migration University, Nathan, QLD, Australia increases the exposure of fish to multiple threats and it is critical that managers integrate hab- 3 School of Biological Sciences, The University itat connectivity into resource management and conservation. of Queensland, St Lucia, QLD, Australia 4 Department of Natural Resources and Mines, 2. The benefit of alternative management actions was assessed for a diadromous fish, the Landcentre, Woolloongabba, Australia Australian bass Percalates novemaculeata, using a spatio‐temporal population model informed 5 Seqwater, Ipswich, QLD, Australia by individual‐based movement data. The management actions comprise seasonal closures Correspondence during the spawning season, and controlling fishing pressure by limiting catch or effort. Hsien‐Yung Lin, Centre for Biodiversity and Conservation Science, School of Biological 3. The benefits of implementing seasonal closures depend upon interactions among how fishing Sciences, The University of Queensland, St pressure is controlled, the response of anglers to fishery regulations and river flow regimes. -
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. -
Resilient Rivers Fact Sheet
FACT SHEET Resilient Rivers Initiative The Council of Mayors (SEQ) Resilient Rivers Within the catchment, the Mid-Logan reach between Initiative is a collaborative program to improve the Cedar Grove Weir and Beaudesert has been health and resilience of South East Queensland’s identified as an area that would benefit from focused catchments, rivers and Moreton Bay. riparian restoration and protection. Logan-Albert Catchment Action Plan Landholders are supported with riverbank restoration achieved through weed management, revegetation, The Logan-Albert Catchment Action Plan (CAP) gully stabilisation, stock fencing and off-stream identifies the high risk of sediment movement from watering. the catchment and its downstream impact on the Logan and Albert Rivers and Moreton Bay. These actions are funded by the Resilient Rivers Initiative through pooled funding contributed by A goal of the action plan is to keep soil on our land member councils of the Council of Mayors (SEQ). and out of our waterways to support agricultural This includes Logan City Council and Scenic Rim productivity and improve water quality. Regional Council. Priority reach Collaborations Successful delivery of Resilient Rivers outcomes in the Logan-Albert catchment depends on strong collaboration between Logan and Scenic Rim councils, landholders and relevant entities working across the catchment. To better coordinate this collaboration, the Resilient Rivers Initiative also funds a Catchment Management Officer who works across council boundaries to deliver outcomes. Collaboration -
Logan River Water Supply Scheme
Logan River Water Supply Scheme Scheme submission to QCA 2020-21 to 2023-24 Submitted: 30 November 2018 Contents Section Title Page 1. Introduction ............................................................................................................. 3 1.1 Review context ........................................................................................................ 3 2. Scheme Details ....................................................................................................... 3 2.1 Scheme background and context ............................................................................ 3 2.2 Infrastructure details ................................................................................................ 3 2.3 Customer service standards .................................................................................... 3 2.4 Customers and water entitlements serviced ............................................................ 4 2.5 Water availability and use ....................................................................................... 4 2.5.1 Water availability ..................................................................................................... 4 2.5.2 Water use ................................................................................................................ 4 3. Irrigation Customer Consultation ............................................................................. 5 3.1 Reference group feedback ..................................................................................... -
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. -
Warrill Valley Water Supply Scheme
Warrill Valley Water Supply Scheme Scheme submission to QCA 2020-21 to 2023-24 Submitted: 30 November 2018 Contents Section Title Page 1. Introduction ............................................................................................................. 3 1.1 Review context ........................................................................................................ 3 2. Scheme Details ....................................................................................................... 3 2.1 Scheme background and context ............................................................................ 3 2.2 Infrastructure details ................................................................................................ 3 2.3 Customer service standards .................................................................................... 3 2.4 Customers and water entitlements serviced ............................................................ 4 2.5 Water availability and use ....................................................................................... 4 2.5.1 Water availability ..................................................................................................... 4 2.5.2 Water use ................................................................................................................ 4 3. Irrigation Customer Consultation ............................................................................. 5 3.1 Reference group feedback .....................................................................................