SUNWATER ANNUAL REPORT 2017-18 a New Direction Defined
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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. -
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................................................................... -
Management of Fish Habitat Values in Burdekin Delta Distributary Streams
Predicting Impacts of Development and Land Use Change Upon Complex Wetland Systems in Largely Undeveloped Catchments of Northern Australia Damien Burrows and Barry Butler TropWATER – Centre for Tropical Water and Aquatic Ecosystem Research, James Cook University, Australia • Nearly 20% of Aust land mass, but <1% of population • Most development is on small section of NE coast • Only 300,000 in all of northern Australia • Only 3 towns >10,000 people Pressure to Develop North Australia • Northern part of Australia has 24% of national runoff (equals 23,000,000ML) but <1% is allocated for all uses (urban, mining, irrigation) so essentially free-running rivers • Grazing dominant land use • There is now much pressure to further develop this vast region – to become an ínternational foodbowl • This would be a 21st century development of a relatively intact region - can we manage it right? Gulf Rivers Burdekin Catchment, northern Australia Burdekin Catchment and Dam TOWNSVILLE BURDEKIN BOWEN Burdekin Dam • Grazing = 88%, cropping = 1% BELYANDO • Average Annual Rainfall: 800 to 1200mm Dominant Wetland Management Issues • Impacts of Dams • Management of Aquatic Weeds • Management of Livestock Grazing Burdekin Falls Dam • Built 1987, stores 1.8 million megalitres of water • Captures runoff from 86% of catchment • Supports increased irrigation development on the Burdekin delta and floodplain • Seasonal river with large floods but low dry season flow Wet and Dry Season Differences Above and Below Burdekin Dam Upper Burdekin River, above dam Lower Burdekin River, below dam • Upper Burdekin turbid after 200 stormflows, but runs clear 150 shortly after 100 • Dam traps stormwater andTurbidity (NTU) 50 remains persistently turbid 0 N = 31 10 31 31 • Distributes turbid water Upper Burdekin Bow en River Clare Pump Station Warren's Gully downstream River Region Downstream Implications Turbid Interconnected Irrigation Channels Clear Non-connected Lagoons . -
Inquiry Into Additional Water Supplies for South East Queensland
16 Varley Rd, south. Glenwood. Queensland. 4570 telephone (07) 54857324 E-Mail [email protected] 2nd April 2007. Rural and Regional Affairs and Transport E-mail www.aph.gov.au/senate_rrat Re – WATER SUPPLIES FOR SOUTHEAST QUEENSLAND- TRAVESTON DAM. To whom it may concern. I live in the Tiaro Shire, downstream from the proposed Traveston Dam site. Much thought has gone into my proposal, as more dams in Southeast Queensland will not alleviate the current water crisis. There are sufficient dams in Southeast Queensland to service the population, all that is necessary is the water! Therefore, a variation of the Bradfield Scheme is envisaged, to alleviate not only future water crises in Southeast Queensland, but to assist in the regeneration of the Murray-Darling river system. It is a huge undertaking, but viable. A pipeline down the Queensland coast was considered but the obstacles that would be encountered viz; population density and deep and wide rivers to cross, tended to negate that proposal. Whereas an inland pipeline would not cause a great deal of disruption to the general population and is a more direct route, and will be there for many generations to come. Also as our population increases and spreads north and west from Southeast Queensland, as it must, the future water supply for those people will be assured. SUMMARY INTRODUCTION – The history of the Bradfield Scheme. PLANNED PROPOSAL- Description of the variation of the Bradfield Scheme envisaged in this proposal to supplement the water in the dams of SE Queensland. FURTHER BENEFITS OF THE PROPOSAL- including the regeneration of the Murray-Darling rivers system. -
Legislative Assembly Hansard 1955
Queensland Parliamentary Debates [Hansard] Legislative Assembly THURSDAY, 13 OCTOBER 1955 Electronic reproduction of original hardcopy Auditor-General's Report. [13 OcTOBER.] Questions. 661 QUESTIONS. BURDEKIN DAM AND SOMERSET DAM. )lr. AIKENS (Mundingburra) asked the Premier- '' In view of the fact that his Govern ment has abandoned work on the Burdekin Dam which, when completed, would pro vide water for irrigation and hydro-electric power for industry and so add to the national wealth of the State, how can his Government justify any further expendi ture of money on the Somerset Dam which neither irrigates one square foot of land nor generates a single unit of electricity and adds absolutely nothing to our national wealth or development~'' Hon. V. C. GAIR (South Brisbane) replied- '' The development of Stage 2 of the Durclekin Dam project has not been nbandonetl. It has, however, been found necessary to defer its development for the reasons stated in my reply to the hon. member for Buruekin on 27 September last. In ordinary circumstances I would consider :1 further reply to the hon. member's ques tion unwarranted but as his question affords further proof of his blinded paro chialism and unfathomable ignorance in matters of public importance, I feel some further remarks are necessary. If the hon. member really believes his assertion regard ing Somerset Dam, which would indicate colossal ignorance on his part, then he is possibly the only person in Queensland who is of such an opinion. Had the hon. mem ber listened to my speech on the Secop.d Hear1ing of the Somerset Dam (Finance) Dill in November last, he would have leamecl that this major multiple-purpose project makes a very considerable contribu tion to our national wealth and develop ment. -
Central and Western Queensland Floods January 2008
Central and Western Queensland Floods January 2008 1 2 3 4 5 6 7 8 Clockwise from top left; 1. Flooded roads around Proserpine. 2. Burdekin Falls Dam 3. Giru flooding from the Air. (newsdotcom) 4. Cars washed off road near Giru. 5. Bradleys Gully floods Charleville. 6. Nogoa River at Fairbairn Dam 7. Dragline and coal mine flooded by the Nogoa River 8. Houses flooded in Emerald. All photos are sourced from the Internet via www or email. Note: 1. Data in this report has been operationally quality controlled but errors may still exist. 2. This product includes data made available to the Bureau by other agencies. Separate approval may be required to use the data for other purposes. See Appendix 1 for DNRW Usage Agreement. 3. This report is not a complete set of all data that is available. It is a representation of some of the key information. Table of Contents 1. Introduction ................................................................................................................................................... 3 Figure 1.1 Peak Height Map for January 2008 - Queensland.................................................................. 3 2. Meteorological Summary ............................................................................................................................. 4 2.1 Meteorological Analysis......................................................................................................................... 4 Figure 2.1.1 Track of Tropical Low Pressure System from the 9 – 18 January 2008............................... -
The Revised Bradfield Scheme
THE REVISED BRADFIELD SCHEME THE PROPOSED DIVERSION OF THE UPPER TULLY I HERBERT BURDEKIN . RIVERS ON TO THE INLAND PLAINS OF NORTH AND CENTRAL QUEENSLAND PROPOSAL OF QUEENSLAND N.P.A. WATER RESOURCES SUB-COMMITTEE NOVEMBER 1981. THEBRADFffiLDSCHEME . ·,·:.:.·:::·;: .. The scheme to divert water from the coastal rivers to inland Queensland was proposed by ~e ll.oted engineer Dr J J C Bradfield in 1938. He envisaged diverting water from the coastal Tully,· Herbert, and Burdekin Rivers across the Great Dividing Range to supply the inland watei::s in Queensia1l<i .. The major inland water courses to receive the diverted water would be the Flinders and Thompson Rivers and Torrens Creek. Bradfield's work was based on elevation (height) information obtained from a barometer that he carried on horse back and the extremely sparse streamflow data that was available at the time. Bradfield's scheme emphasised providing water for stock and fodder to offset the recurring problem of drought, plus recharge for the aquifers of the Great Artesian Basin. He paid little attention to using the transferred water for irrigated agriculture or to competing demands for water east of the Divide for irrigation and hydro power generation. In about 1983 the Queensland Government commissioned the consulting engineering fii:m, Cameron McNamara Pty Ltd, to undertake a re-assessment of the Bradfield scheme. The final report by the consultants was not released by the Government however some information from the report was disseminated. A summary of that information is:-. • It wouldbe·possible to·divert 924 000 megalitres of water per year to the Hughenden area.· .. -
Irrigation Prices for Sunwater Schemes: 2011-16
Irrigation Prices for SunWater Schemes: 2011-16 Lower Burdekin Water Submission to the Queensland Competition Authority April 2011 TABLE OF CONTENTS Page Executive Summary ................................................................................................................. i 1. Introduction ...................................................................................................................... 1 Context – the QCA review process ................................................................................... 1 Approach to developing this submission ........................................................................... 1 2. Background and context ................................................................................................ 2 Lower Burdekin Water ....................................................................................................... 2 Area serviced .......................................................................................................................... 2 LBW responsibilities ............................................................................................................... 2 LBW financial situation ........................................................................................................... 3 Current reforms ....................................................................................................................... 5 Irrigated production and prospects in the LBW area ........................................................ -
Burdekin River Irrigation Area Irrigators Ltd (BRIA) Submission to The
Burdekin River Irrigation Area Irrigators Ltd (BRIA) Submission to the QCA 4th November 2019 4th November 2019 Queensland Competition Authority GPO Box 2257 Brisbane QLD 4001 Dear Mr Page Re: Rural Irrigation Pricing Review 2020-24 Thank you for the opportunity to provide a further submission to the Queensland Competition Authority’s Rural Irrigation Pricing Review. BRIA Irrigators Ltd (BRIA) represents irrigators in the Burdekin Haughton Water Supply Scheme (BHWSS), who produce sugar cane, horticulture and grain crops with irrigation water being a critical input cost. As an associate member of QFF we have provided input to the QFF submission and support the views put forward in that document. BRIA wishes to respond to the QCA’s Draft Report and provide further comment on key issues raised in our initial submission outlined below. 1. Capacity to Pay 2. Dam safety – Dam Improvement Program (DIP) 3. Operating costs including • Inspector-General Emergency Management • Electricity • Insurance • Renewals • Corporate overheads • Distribution losses • Cost of review and further reviews during the price path • Tariff Structures in the BHWSS • Drainage Charge • Access Charge • Regulated Asset Base • Appendix A - Methodology Should you have any further queries please contact Mario Barbagallo, Chairman 0429 181 276 or Russ McNee, Manager 0427 450 265 2 | P a g e Capacity to Pay BRIA’s initial submission raised customers capacity to pay as a key issue. We recognise that the QCA is directed to recommend prices which fully recover prudent and efficient costs and we acknowledge that the QCA has attempted to balance the legitimate commercial interests of SunWater, with the commercial interests of BHWSS customers, by proposing less than cost reflective prices which transition to a cost reflective price target over time. -
Economic Costs of Inaction on Paradise Dam
February 2020 Economic Costs of Inaction on Paradise Dam Report prepared for Bundaberg Regional Council, Wide Bay Burnett Regional Organisation of Councils, Regional Development Australia Wide Bay Burnett, Bundaberg CANEGROWERS, CANEGROWERS Isis, and Bundaberg Fruit and Vegetable Growers Adept Economics Adept Economics is a Brisbane-based consultancy providing expert economic analysis and advice for private and public sector clients who want to know, for example, whether an investment project is worthwhile, or a policy or program is beneficial and cost-effective. Adept can help you by preparing business cases, reports for boards or senior executives, or funding submissions to governments, councils and other funding agencies. Contact Gene Tunny – Director, Adept Economics Suite T27, The Johnson 477 Boundary St, Spring Hill QLD 4000 AUSTRALIA [email protected] Authors Gene Tunny and Nick Behrens, with research assistance from Ben Scott Disclaimer This report has been prepared in accordance with the scope of services described in the contract or agreement between Adept Economics and the Client. Any findings, conclusions or recommendations only apply to the aforementioned circumstances and no greater reliance should be assumed or drawn by the Client. Furthermore, the report has been prepared solely for use by the Client and Adept Economics accepts no responsibility for its use by other parties. The report is not financial advice. Contents Abbreviations .......................................................................................................... -
The Role of Zooplankton in Cyanobacteria Bloom Development in Australian Reservoirs
The role of zooplankton in cyanobacteria bloom development in Australian reservoirs Ying Hong B.SC & M.SC (Ecology) Submitted in fulfilment of the requirements for the degree of Doctor of Philosophy, Plant Functional Biology and Climate Change Cluster, School of Environment University of Technology, Sydney June 2013 CERTIFICATE I certify that the work presented in this thesis and the research to which it pertains, are the product of my own work and to the best of my knowledge, original. Any quotations ideas or work conducted by others published or otherwise, are fully acknowledged in accordance with the standard referencing practices of the discipline. Co-authors of published, submitted papers or articles in preparation have been acknowledged for their contributions and for each publication herein, my personal contribution and role clearly described. Furthermore, I certify that this has not previously been submitted, in completely or in part, for a degree at this or any other university. Signed ________________________ Ying Hong (Ph D Candidate) i ACKNOWLEDGEMENTS I would first like to acknowledge and immensely thank UTS International Research Scholarship, seqwater and the Plant Functional Biology and Climate Change Cluster at UTS for supporting my studies with both finances and materials during the past three and half years. I want to express my gratitude to my principle supervisor, Dr. Martina Doblin, for giving me the opportunity to work with her and for her unreserved and committed guidance. Because of her dedicated assistance, I was able to come this far. My sincere thanks to Dr. Peter Ralph, my co-supervisor, who directed my research projects.