OS Used to Construct Water Reservoirs
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Queensland Public Boat Ramps
Queensland public boat ramps Ramp Location Ramp Location Atherton shire Brisbane city (cont.) Tinaroo (Church Street) Tinaroo Falls Dam Shorncliffe (Jetty Street) Cabbage Tree Creek Boat Harbour—north bank Balonne shire Shorncliffe (Sinbad Street) Cabbage Tree Creek Boat Harbour—north bank St George (Bowen Street) Jack Taylor Weir Shorncliffe (Yundah Street) Cabbage Tree Creek Boat Harbour—north bank Banana shire Wynnum (Glenora Street) Wynnum Creek—north bank Baralaba Weir Dawson River Broadsound shire Callide Dam Biloela—Calvale Road (lower ramp) Carmilla Beach (Carmilla Creek Road) Carmilla Creek—south bank, mouth of creek Callide Dam Biloela—Calvale Road (upper ramp) Clairview Beach (Colonial Drive) Clairview Beach Moura Dawson River—8 km west of Moura St Lawrence (Howards Road– Waverley Creek) Bund Creek—north bank Lake Victoria Callide Creek Bundaberg city Theodore Dawson River Bundaberg (Kirby’s Wall) Burnett River—south bank (5 km east of Bundaberg) Beaudesert shire Bundaberg (Queen Street) Burnett River—north bank (downstream) Logan River (Henderson Street– Henderson Reserve) Logan Reserve Bundaberg (Queen Street) Burnett River—north bank (upstream) Biggenden shire Burdekin shire Paradise Dam–Main Dam 500 m upstream from visitors centre Barramundi Creek (Morris Creek Road) via Hodel Road Boonah shire Cromarty Creek (Boat Ramp Road) via Giru (off the Haughton River) Groper Creek settlement Maroon Dam HG Slatter Park (Hinkson Esplanade) downstream from jetty Moogerah Dam AG Muller Park Groper Creek settlement Bowen shire (Hinkson -
Pdf\Baffle Boyne Calliope Kolan.Pdf) N
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Professionals Australia's Response on Behalf of Members in Relation to The
Professionals Australia’s response on behalf of members in relation to the proposed restructure PA met with engineers who work in the Engineering Division on two occasions at WNSW Parramatta offices with members dialling-in from regional NSW. PA encouraged members to put forward their professional views on the proposed restructure on whether it addressed existing problems. PA has received some very detailed responses from our members. It is clear there is a high level of concern that the restructure will have undesired impacts on both employees and the functions of Engineering. Many members have taken the opportunity to respond directly to the WNSW email address set up for feedback. This submission does not repeat those comments. This submission is concerned with the first order issue – Does the restructure enhance the undertaking of engineering functions by WaterNSW or not? The next level of concerns which appear to be the main focus of the input provided via the WNSW email are the detail of position descriptions and the arrangements for filling the structure. We understand such matters have also attracted a large number of comments and concerns from members. However, those issues arise only when the first order issue is satisfied. The focus of this submission is whether the restructure has accurately identified the deficiencies and whether the proposal will address those deficiencies. What can a restructure address? A restructure can address issues such as resourcing levels, specific function focus and functional alignment. It cannot address issues caused by dysfunctional organisational behaviour, lack of effective processes, etc. Does the restructure enhance engineering functions at WNSW? The view of WNSW engineers is that overall the restructure will not result in the enhanced performance of the engineering functions required by WNSW. -
Fish River Water Supply Scheme
Nomination of FISH RIVER WATER SUPPLY SCHEME as a National Engineering Landmark Contents 1. Introduction 3 2. Nomination Form 4 Owner's Agreement 5 3. Location Map 6 4. Glossary, Abbreviations and Units 8 5. Heritage Assessment 10 5.1 Basic Data 10 5.2 Heritage Significance 11 5.2.1 Historic phase 11 5.2.2 Historic individuals and association 36 5.2.3 Creative or technical achievement 37 5.2.4 Research potential – teaching and understanding 38 5.2.5 Social or cultural 40 5.2.6 Rarity 41 5.2.7 Representativeness 41 6. Statement of Significance 42 7. Proposed Citation 43 8. References 44 9. CD-ROM of this document plus images obtained to date - 1 - - 2 - 1.0 INTRODUCTION The Fish River Water Supply Scheme [FRWS] is a medium size but important water supply with the headwaters in the Central Highlands of NSW, west of the Great Dividing Range and to the south of Oberon. It supplies water in an area from Oberon, north to Portland, Mount Piper Power Station and beyond, and east, across the Great Dividing Range, to Wallerawang town, Wallerawang Power Station, Lithgow and the Upper Blue Mountains. It is the source of water for many small to medium communities, including Rydal, Lidsdale, Cullen Bullen, Glen Davis and Marrangaroo, as well as many rural properties through which its pipelines pass. It was established by Act of Parliament in 1945 as a Trading Undertaking of the NSW State Government. The FRWS had its origins as a result of the chronic water supply problems of the towns of Lithgow, Wallerawang, Portland and Oberon from as early as 1937, which were exacerbated by the 1940-43 drought. -
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. -
EIS 418 Rsi;1] Upper Brogo Mine Development: Environmental
EIS 418 rsi;1] Upper Brogo Mine Development: environmental impact statement i OD qu Th3/O7II UPPER BROGO MINE 0 DEVELOPMENT ENVIRONMENTAL IMPACT STATEMENT N.S.W. DEPARTMENT OF filgrFRAL JCES C.M. STEELE & ASSOCIATES fl UPPER BROGO MINE DEVELOPMENT . ENVIRONMENTAL IMPACT STATEMENT . C1M1 STEELE & ASSOCIATES 418 S S S UPPER BROGO MINING LEASE APPLICATION 39 S ENVIRONMENTAL IMPACT STATEMENT . FOR TWIN HILLS MINING N. 'Al,DEPARTMENT OF KRV UL 3CS ri - IJ) kJO S 0 Li • SECTION PAGE BACKGROUND INFORMATION 1/1 Location of Works 1/1 Nature and Extent of Works 1/1 Figure 1 : Map of Brogo District 1/1A • Figure 2 : Map of Brogo Catchment and Mining Lease 1/1B Tenure and Zonings 1/2 Existing Land Use 1/3 Figure 3 : Aerial Photograph of Mining Lease After Rain 1/3A Figure 4 : Map of Mining Lease MLA 39 1/3B 2 PROPOSED DEVELOPMENT 2/1 Construction Works 2/1 Proposed Mining Method 2/2 Figure 1 : Process Schematic 2/2A Extraction Process 2/3 • Staging and Progression 2/4 Table 1 1st Year Development Program 2/4 Exposed Areas 2/5 Hours of Operation 2/5 Proposed Workforce Numbers 2/5 Proposed Use of Disturbed Areas After Mining 2/5 • Access to Site and Roadworks 2/6 Proposed Transportation Arrangements 2/7 Table 2 : Vehicles to be Used 2/7 Table 3 : Number of Trips 2/7 Services 2/8 • 3 OBJECTIVES OF PROPOSED DEVELOPMENT 3/1 4 EXISTING ENVIRONMENT 4/1 Geology and Soils 4/1 Table 1 : Size of the Separates of the Soil 4/3 . -
NW Queensland Water Supply Strategy Investigation
NW Queensland Water Supply Strategy Investigation Final Consultant Report 9 March 2016 Document history Author/s Romy Greiner Brett Twycross Rohan Lucas Checked Adam Neilly Approved Brett Twycross Contact: Name Alluvium Consulting Australia ABN 76 151 119 792 Contact person Brett Twycross Ph. (07) 4724 2170 Email [email protected] Address 412 Flinders Street Townsville QLD 4810 Postal address PO Box 1581 Townsville QLD 4810 Ref Contents 1 Introduction 1 2 Methodology 2 2.1 Geographic scope and relevant regional characteristics 2 2.2 Situation and vulnerability analysis 3 2.3 Multi criteria decision analysis 5 2.3.1 The principles of multi criteria decision making 5 2.3.2 Quantitative criteria 7 2.3.3 Qualitative criteria 8 3 Situation analysis: Water demand and supply 12 3.1 Overview 12 3.2 Urban water demand and supply 14 3.2.1 Mount Isa 14 3.2.2 Cloncurry 15 3.3 Mining and mineral processing water demand and supply 16 3.3.1 Mount Isa precinct 16 3.3.2 Cloncurry precinct 17 3.4 Agriculture 18 3.5 Uncommitted water 19 3.6 Projected demand and water security 19 3.7 Vulnerability to water shortages 20 4 Water infrastructure alternatives 21 4.1 New water storage in the upper Cloncurry River catchment 23 4.1.1 Cave Hill Dam 23 4.1.2 Black Fort Dam 25 4.1.3 Painted Rock Dam 26 4.1.4 Slaty Creek 27 4.1.5 Combination of Black Fort Dam and Slaty Creek 27 4.2 Increasing the capacity of the Lake Julius water supply 28 4.3 Utilising currently unused water storage infrastructure 30 4.3.1 Corella Dam 30 4.3.2 Lake Mary Kathleen 31 5 Ranking -
Hydrological Advice to Commission of Inquiry Regarding 2010/11 Queensland Floods
Hydrological Advice to Commission of Inquiry Regarding 2010/11 Queensland Floods TOOWOOMBA AND LOCKYER VALLEY FLASH FLOOD EVENTS OF 10 AND 11 JANUARY 2011 Report to Queensland Floods Commission of Inquiry Revision 1 12 April 2011 Hydrological Advice to Commission of Inquiry Regarding 2010/11 Queensland Floods TOOWOOMBA AND LOCKYER VALLEY FLASH FLOOD EVENTS OF 10 AND 11 JANUARY 2011 Revision 1 11 April 2011 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. Toowoomba and the Lockyer Valley Flash Flood Events of 10 and 11 January 2011 Contents 1 Executive Summary 1 1.1 Description of Flash Flooding in Toowoomba and the Lockyer Valley1 1.2 Capacity of Existing Flood Warning Systems 2 1.3 Performance of Warnings -
Regional Water Availability Report
Regional water availability report Weekly edition 7 January 2019 waternsw.com.au Contents 1. Overview ................................................................................................................................................. 3 2. System risks ............................................................................................................................................. 3 3. Climatic Conditions ............................................................................................................................... 4 4. Southern valley based operational activities ..................................................................................... 6 4.1 Murray valley .................................................................................................................................................... 6 4.2 Lower darling valley ........................................................................................................................................ 9 4.3 Murrumbidgee valley ...................................................................................................................................... 9 5. Central valley based operational activities ..................................................................................... 14 5.1 Lachlan valley ................................................................................................................................................ 14 5.2 Macquarie valley .......................................................................................................................................... -
2. from Indicators to Report Card Grades
Authorship statement This Gladstone Healthy Harbour Partnership (GHHP) Technical Report was written based on material from a number of separate project reports. Authorship of this GHHP Technical Report is shared by the authors of each of those project reports and the GHHP Science Team. The team summarised the project reports and supplied additional material. The authors of the project reports contributed to the final product. They are listed here by the section/s of the report to which they contributed. Oversight and additional material Dr Mark Schultz, Science Team, Gladstone Healthy Harbour Partnership Mr Mac Hansler, Science Team, Gladstone Healthy Harbour Partnership Water and sediment quality (statistical analysis) Dr Murray Logan, Australian Institute of Marine Science Seagrass Dr Alex Carter, Tropical Water & Aquatic Ecosystem Research, James Cook University Ms Kathryn Chartrand, Tropical Water & Aquatic Ecosystem Research, James Cook University Ms Jaclyn Wells, Tropical Water & Aquatic Ecosystem Research, James Cook University Dr Michael Rasheed, Tropical Water & Aquatic Ecosystem Research, James Cook University Corals Mr Paul Costello, Australian Institute of Marine Science Mr Angus Thompson, Australian Institute of Marine Science Mr Johnston Davidson, Australian Institute of Marine Science Mangroves Dr Norman Duke, Tropical Water & Aquatic Ecosystem Research, James Cook University Dr Jock Mackenzie, Tropical Water & Aquatic Ecosystem Research, James Cook University Fish health (CQU) Dr Nicole Flint, Central Queensland University -
Queensland Government Gazette
Queensland Government Gazette PP 451207100087 PUBLISHED BY AUTHORITY ISSN 0155-9370 Vol. CCCXXXIV] FRIDAY, 21 NOVEMBER, 2003 EDEN RITCHIE RECRUITMENT - focused on Accounting, Executive and IT Recruitment Give us a bell if you need people over Christmas... (or any other time) www.edenritchie.com.au H&J 8329 phone: (07) 3236 0033 fax: (07) 3236 0099 email: info@ edenritchie.com.au [895] Queensland Government Gazette PP 451207100087 PUBLISHED BY AUTHORITY ISSN 0155-9370 Vol. CCCXXXIV] FRIDAY, 21 NOVEMBER, 2003 [No. 56 Local Government Act 1993 NEBO SHIRE COUNCIL (MAKING OF LOCAL LAW) NOTICE (NO. 2) 2003 Title 1. This notice may be cited as the Nebo Shire Council (Making of Local Law) Notice (No. 2) 2003. Commencement © The State of Queensland 2003. 2. This notice commences on the date it is published in the Copyright protects this publication. Except for purposes permitted by the Gazette. Copyright Act, reproduction by whatever means is prohibited without the prior written permission of Goprint. Making of local law Inquiries should be addressed to Goprint, Publications and Retail, 371 3. Pursuant to the provisions of the Local Government Act 1993 Vulture Street, Woolloongabba, 4102. the Nebo Shire Council made Keeping and Control of Animals (Amendment) Local Law (No.1) 2003 by resolution on 23 October, 2003 which amends Local Law No.12 (Keeping and Control of Animals). —————— BRISBANE Inspection Printed and Published by Government Printer, 4. A certified copy of the local law is open to inspection at the Vulture Street, Woolloongabba local government’s public office and at the Department’s 21 November, 2003 State office.