SUNWATER ANNUAL REPORT 2010-11 Insert Title
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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 -
Lower Cretaceous Fossils from the Sources of the Barcoo, Ward And
LOWER CRETACEOUS FOSSILS FROM THE SOURCE8 OF THE BARCOO, WARD AND NIV E RIVERS SOUTH OENTRAL QUEENSLA~D. PART II.l-CEPHALOPODA. By R. ETHERIDGE, JUNR., Curator. (Plates xxx.-xlix., and Fig. 8.) I.-IN'l'RODUC'l'ION. The" Ammonites" proper contained in Mr. H. \V. Blomfield's collection are few in nnmber', and will be noticed in a later part of this Memoir. The following descriptions of the "Crioceri" are offered with a considerable amsmnt of diffidence, and to arrive at these results I found it impemtive to undertake a general review of our Cretaceous forms hitherto associated with the names CTioceras and Ancylocera8; the outcome of this work, extending over many months, is t~ my mind, I regret to say, anything but satisfactory. This arises from two primary causes, the frag mentary state in which the fossils are frequently found, and the difficulty experienced in grouping ~uch portions, from many and "widely separated localities, in well dlefined species. A secondary cause is due to the fact that many of the hitherto described forms are based on portions of shells only, and in two instances at least the descriptions are so inadequate that recognition of the species is practically reduced to gue~s work. In no instance is this more apparent than in that of Cl·iocemB australe, Moore, the Australian type of the group. To render my investigations as complete as possible, I assembled all the specimens of the above two genera within my reach, and drew upon the following collections, as well as onr own :-The Mining and Geological, and Macleay Museums, ~ydney; National Museum, Melbourne; Geological Survey, and Queensland Museums, Brisbane; Geological Survey Collection, Adelaide; and the Sweet Collection, Melbourne. -
Pdf\Baffle Boyne Calliope Kolan.Pdf) N
!! Rockhampton 0 5 10 20 30 40 50 Legend !! BROADMEADOWS Keppel !! Automatic rainfall station (RN) Kilometres F !! Manual/Daily rainfall station (DN) itz Bay r Map projection: Geographical Lat and Lon (GDA94). o Automatic river height station (RV) y *# Cape R Capricorn # Manual river height station (RV) Midgee ## !! +! Forecast site (quantitative) Curtis Forecast site (qualitative) PORT ALMA +! #TIDE TM !R !. !( Ck Population centre (large, medium, small) !! erma at Ink n Ck Bo River, creek BAJOOL !! k !POST OFFICE Coral Sea Major highway C Island !( Main road BR Marmor UCE Basin boundary C !! u Catchment boundary SOUTH !! DARTS CK r H ti n W s a Y Dam, lake, water body l g a R MOUNT Swamp !!( !! RAGLAN CK LARCOM! Mt Larcom !! AUCKLAND POINT TM# Gladstone !( TIDE TM # Note: Base spatial data shown in this map is obtained from Yarwun !R!! GLADSTONE PACIFIC Geoscience Australia and Queensland Department of Natural GLADSTONE!! #TIDE TM (AWS) Resources, Mines and Energy. G # GLADSTONE RADAR C L r h a a AWS/AL a !( r v POLICE CK Port n Bracewell c e o l n m AL Curtis el Basin Locality C C k k !! ! #BOYNE ISLAND AL Townsville Qld border, R CASTLEHOPE coastline A !! OCEAN ! l Bowen m #TM Basin HAZELDEAN !! Rodds Bay a #!( boundary CALLIOPE CALLIOPE Calliope !! ! ! FIG pe ! !! !! C io STATION BENARABY AL Mackay TREE l (STOWE RD) AL # k l a C k C !! AWOONGA DAM k # C e AL/HW TM WY l b ! H Awoonga ! ! u I Emerald Rockhampton o Dam ve UPPER BELL CK D r ag !! IVERAGH BOROREN-IVERAGH Bustard AL s h AL !! N m RAIL TM Bay o !! SEVENTEEN SEVENTY ! O T ! Bundaberg S k # !! SPRINGS C B !( W Seventeen Seventy R A MARLUA AL !! U D ! ! k # ! MT MONGREL C C k !! FERNDALE ! Gympie UPPER RAINBOW ! E Charleville ! !! C AL E Roma AL B st CA er o . -
Mismanagement of Major Public Infrastructure Continues in Queensland
To: Rebecca Gilsenan; IMF Bentham; The Premier of Queensland; Reception; Townsville Mayor Cc: Phil Hassid; Greg McMahon; Michael Gillis; David Stark; Matt Wordsworth; Hedley Thomas; Sam Weir; Michael Madigan; Mark Solomons Subject: Townsville Flooding - Ross River Dam Mismanagement of major public infrastructure continues in Queensland With devastating consequences for the community, costing billions The outcome of flooding in the Townsville area this last week may had been very different had the Wivenhoe Dam class action proceeded with due diligence. It has been eight years since the 2011 floods - it is simply not that big a task. Even the much bigger banking royal commission was able to be undertaken in less than twelve months. It is most likely to have meant that a far more professional approach would have been taken in operating the crest gates on Ross River Dam during the recent floods; and that the havoc in the downstream community would have been avoided. The challenge for operators of dams like Ross River Dam is to minimise downstream flooding; and the implications for the community. They conventionally do this by keeping the water level in the dam as low as prudently possible; and by increasing the discharge from the dam as slowly as prudently possible. Reservoirs are operated at the lowest possible level in order to maximise the potential to mitigate the flood peak; reduce the prospects of the dam amplifying the flood peak; and reduce the risk of the dam failing. The evidence is that the level in Ross River Dam rose continuously from the onset of the flood to a peak of about 247% when the discharge from the dam doubled due to the automatics fully opening the crest gates. -
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. -
Lower Lockyer Valley Water Supply Scheme Annual Network Service Plan
Lower Lockyer Valley Water Supply Scheme Annual Network Service Plan December 2013 Contents 1. Introduction ............................................................................................................................ 3 2. Scheme Details ...................................................................................................................... 3 2.1 Scheme background and context ............................................................................................ 3 2.2 Infrastructure details ................................................................................................................ 3 2.3 Customers and water entitlements serviced ........................................................................... 4 2.4 Water availability and use ........................................................................................................ 4 2.5 Water trading ........................................................................................................................... 5 2.6 Irrigation Customer Consultation ............................................................................................. 5 2.7 Customer service standards .................................................................................................... 6 3. Financial Performance .......................................................................................................... 6 3.1 Tariffs ...................................................................................................................................... -
Queensland Water Directorate
supporting ellearning splportunities Queensland Water Directorate Demonstrated progress report Funding - up to AUD$l00,000 Submitted September 2008 to the Industry Integration of E-learning business activity of the national training system's e-learning strategy, the Australian Flexible Learning Framework @ Commonwealth of Australia 2008 For more information about E-learning for Industry: Phone: (02) 6207 3262 Email: [email protected] Website: htt~://industrv.flexiblelearninq.net.au Mail: Canberra Institute of Technology Strategic and National Projects GPO Box 826 Canberra ACT 2601 DET RTI Application 340/5/1797 - File A - Document No. 566 of 991 TAFE Queensland - - * Queensland Government Industry integration of e-learning September 08 Progress Report qldwaterand TAFE Queensland 1. Business - provider partnerships numbers and growth In the past business - provider partnerships for trainiug in the water sector have been adhocand there has been little national coordination. Moreover, at the start of this project there were or~lytwo examples of a business - provider partnership for e-learning in the water industry in Australia. These were: a relationship between Wide Bay Water and Sunwater for water worker training and a preliminary arrangement between Wide Bay TAFE and Wide Bay Water to provide on-line training services to other Councils. The collaborative model of industry sector long-term funding has already (in the first three months) resulted in an increase in the number of relationships through two mechanisms. These are: new partnerships as a direct result of the project, and negotiation of partnerships with other RTOs through leverage provided by the project. Two new partnerships have arisen as a result of the industry funding. -
Map Marking Information for Kingaroy, Queensland [All
Map marking information for Kingaroy,Queensland [All] Courtesy of David Jansen Latitude range: -30 19.8 to -23 13.5 Longitude range: 146 15.7 to 153 33.7 File created Tuesday,15June 2021 at 00:58 GMT UNOFFICIAL, USE ATYOUR OWN RISK Do not use for navigation, for flight verification only. Always consult the relevant publications for current and correct information. This service is provided free of charge with no warrantees, expressed or implied. User assumes all risk of use. WayPoint Latitude Longitude ID Distance Bearing Description 95 Cornells Rd Strip 30 19.8 S 152 27.5 E CORNERIP 421 172 Access from Bald Hills Rd 158 Hernani Strip 30 19.4 S 152 25.1 E HERNARIP 420 172 East side, Armidale Rd, South of Hernani NSW 51 Brigalows Station Strip 30 13.0 S 150 22.1 E BRIGARIP 429 199 Access from Trevallyn Rd NSW 151 Guyra Strip 30 11.9 S 151 40.4 E GUYRARIP 402 182 Paddock North of town 79 Clerkness 30 9.9 S151 6.0 ECLERKESS 405 190 Georges Creek Rd, Bundarra NSW 2359 329 Upper Horton ALA 30 6.3 S150 24.2 E UPPERALA 416 199 Upper Horton NSW 2347, Access via Horton Rd 31 Ben Lomond Strip 30 0.7 S151 40.8 E BENLORIP 382 182 414 Inn Rd, Ben Lomond NSW 2365 280 Silent Grove Strip 29 58.1 S 151 38.1 E SILENRIP 377 183 698 Maybole Rd, Ben Lomond NSW 2365 Bed and Breakfast 165 Inverell Airport 29 53.2 S 151 8.7 E YIVL 374 190 Inverell Airport, Aerodrome Access Road, Gilgai NSW 2360 35 Bingara ALA 29 48.9 S 150 32.0 E BINGAALA 381 199 Bingara Airstrip Rd West from B95 55 Brodies Plains AF 29 46.4 S 151 9.9 E YINO 361 190 Inverell North Airport, Inverell NSW 2360. -
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. -
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 -
Strategic Framework December 2019 CS9570 12/19
Department of Natural Resources, Mines and Energy Queensland bulk water opportunities statement Part A – Strategic framework December 2019 CS9570 12/19 Front cover image: Chinaman Creek Dam Back cover image: Copperlode Falls Dam © State of Queensland, 2019 The Queensland Government supports and encourages the dissemination and exchange of its information. The copyright in this publication is licensed under a Creative Commons Attribution 4.0 International (CC BY 4.0) licence. Under this licence you are free, without having to seek our permission, to use this publication in accordance with the licence terms. You must keep intact the copyright notice and attribute the State of Queensland as the source of the publication. For more information on this licence, visit https://creativecommons.org/licenses/by/4.0/. The information contained herein is subject to change without notice. The Queensland Government shall not be liable for technical or other errors or omissions contained herein. The reader/user accepts all risks and responsibility for losses, damages, costs and other consequences resulting directly or indirectly from using this information. Hinze Dam Queensland bulk water opportunities statement Contents Figures, insets and tables .....................................................................iv 1. Introduction .............................................................................1 1.1 Purpose 1 1.2 Context 1 1.3 Current scope 2 1.4 Objectives and principles 3 1.5 Objectives 3 1.6 Principles guiding Queensland Government investment 5 1.7 Summary of initiatives 9 2. Background and current considerations ....................................................11 2.1 History of bulk water in Queensland 11 2.2 Current policy environment 12 2.3 Planning complexity 13 2.4 Drivers of bulk water use 13 3.