Bowen Basin Coal Growth Project
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Western Downs
Image courtesy of Shell's QGC business “We have a strong and diverse economy that is enhanced by the resource sector through employment, Traditional Resources - infrastructure and Western Downs improved services." The Western Downs is known as the “Queensland has the youngest coal- Paul McVeigh, Mayor Energy Capital of Queensland and is fired power fleet in Australia including Western Downs now emerging as the Energy Capital of the Kogan Creek Power Station, and an Regional Council. Australia. abundance of gas which will ensure the State has a reliable source of base load This reputation is due to strong energy for decades to come.” investment over the past 15 years by the Energy Production Industry - Ian Macfarlane, CEO, Mining is the second most productive (EPI) into large scale resource sector Queensland Resources Council industry in the Western Downs after developments in coal seam gas (CSG) As at June 2018, the Gross Regional construction, generating an output of 2 and coal. Product (GRP) of the Western Downs 2.23 billion in 2017/18. Gas and coal-fired power stations region has grown by 26.3% over a In 2017/18, the total value of local sales 2 feature prominently in the region with twelve-month period to reach $4 billion. was $759.2 million. Of these sales, oil a total of six active thermal power The resource industry paid $58 million and gas extraction was the highest, at 2 stations. in wages to 412 full time jobs (2017-18). 3 $615.7 million. Kogan Creek Power Station is one of The industry spent $136 million on In 2017/18 mining had the largest Australia's most efficient and technically goods and services purchased locally total exports by industry, generating advanced coal-fired power stations. -
Bowen Basin Coalfields of Central Queensland (Figure 1)
The South African Institute of Mining and Metallurgy International Symposium on Stability of Rock Slopes in Open Pit Mining and Civil Engineering John V Simmons and Peter J Simpson COMPOSITE FAILURE MECHANISMS IN COAL MEASURES ROCK MASSES – MYTHS AND REALITY John V Simmons Sherwood Geotechnical and Research Services Peter J Simpson BMA Coal Pty Ltd Central Queensland Office 1. INTRODUCTION Excavated slopes in open pit coal mines are designed to be as steep as possible consistent with stability and safety requirements. Slope failures occur for many reasons, including oversteepening. This paper is concerned with slope design and excavation experience in the Bowen Basin coalfields of central Queensland (Figure 1), Bowen Basin Coalfields Figure 1 Location of Bowen Basin open pit coal mines in eastern Australia Page 31 The South African Institute of Mining and Metallurgy International Symposium on Stability of Rock Slopes in Open Pit Mining and Civil Engineering John V Simmons and Peter J Simpson but it deals with many issues that are common to open pit coal mining generally. After more than three decades of operational experience and technological advances in the Bowen Basin mines, sudden rock slope failures still occur in circumstances where personnel and equipment are at extreme risk. The circumstances of a selection of these sudden failures are reviewed in this paper, and some concerning trends emerge. Classical structurally-controlled slope failures occur quite rarely in the Bowen Basin, but rock mass structures appear to exert important controls on the sudden failures that are more widely experienced. The term "composite" is used in this paper to describe failures involving combinations of intact rock material fracture and shear movement on defects (Baczynski, 2000). -
Guidelines for Using Urine and Blackwater Diversion Systems in Single-Family Homes
FOR PROTECTION OF THE BALTIC SEA ENVIRONMENT Guidelines for Using Urine and Blackwater Diversion Systems in Single-Family Homes Author: Maria Lennartsson & Peter Ridderstolpe Editor: Gunnar Norén, Executive Secretary, Coalition Clean Baltic Language: Carl Etnier and Diana Chace This brochure discusses two different systems for ecological sanitation in single family homes: urine diversion and blackwater diversion. It presents practical information and technical guidelines for installing and operating the systems, as well as for using urine and blackwater in agriculture. Introduction The primary purpose of a wastewater system is to provide a good sanitary environment in and around the home. This can be done in many different ways. A common solution for single-family homes outside urban areas has been to infiltrate the wastewater into the ground, after treatment in a septic tank. This is safe as long as the wastewater is discharged below the surface, and soil conditions and groundwater levels are appropriate. In the last decade, it has become more common to view wastewater as a resource. In the first place, water itself is regarded as a limited resource. Also, there is increased recognition that the nutrients in wastewater can be recycled through agriculture if the material can be properly disinfected. This has led to the development of new wastewater technologies, including source-separating systems in which either urine or blackwater (urine + feces) is collected separately. In this way, between 70 and 90% of all the nutrients in wastewater can be collected and used in agriculture. We will use the term ecological sanitation to describe this method of closing nutrient loops. -
Faecal Sludge)
SFD Manual – Volume 1 and 2 Version 2.0 I Last updated: April 2018 ©Copyright All SFD Promotion Initiative materials are freely available following the open-source concept for capacity development and non-profit use, so long as proper acknowledgement of the source is made when used. Users should always give credit in citations to the original author, source and copyright holder. The complete Manual for SFD Production and SFD Reports are available from: www.sfd.susana.org Contents Volume 1 1. Introduction ............................................................................................................................... 2 1.1. Purpose of this manual ..................................................................................................... 3 2. Key definitions of the SFD-PI ................................................................................................... 3 3. Levels of SFD Report ............................................................................................................... 5 3.1. ‘Level 1’ - Initial SFD ......................................................................................................... 6 3.2. ‘Level 2’ - Intermediate SFD ............................................................................................. 6 3.3. ‘Level 3’ - Comprehensive SFD ........................................................................................ 6 3.4. SFD Lite ........................................................................................................................... -
Lesson B1 RESOURCE MANAGEMENT SANITATION
EMW ATER E -LEARNING COURSE PROJECT FUNDED BY THE EUROPEAN UNION LESSON A1: C HARACTERISTIC , A NALYTIC AND SAMPLING OF WASTEWATER Lesson B1 RESOURCE MANAGEMENT SANITATION Authors: Holger Gulyas Deepak Raj Gajurel Ralf Otterpohl Institute of Wastewater Management Hamburg University of Technology Hamburg, Germany Revised by Dr. Yavuz Özoguz data-quest Suchi & Berg GmbH Keywords Anaerobic digestion, Bio-gas, Black water, Brown water, Composting/Vermicomposting, Composting/dehydrating toilet, Ecological sanitation, Grey water, Rottebehaelter, Sorting toilet, Vacuum toilet, Yellow water, EMW ATER E -LEARNING COURSE PROJECT FUNDED BY THE EUROPEAN UNION LESSON A1: C HARACTERISTIC , A NALYTIC AND SAMPLING OF WASTEWATER Table of content 1. Material flows in domestic wastewater....................................................................4 1.1 Different sources..................................................................................................4 1.2 Characteristics of different streams...................................................................4 1.3 Yellow water as fertilizer .....................................................................................6 1.4 Brown water as soil conditioner.........................................................................8 2. Conventional sanitation systems and their limitations..........................................9 3. Conventional decentralised sanitation systems – benefits and limitations.......12 4. Resource Management Sanitation .........................................................................14 -
Petroleum Plays of the Bowen and Surat Basins
Petroleum Plays of the Bowen and Surat basins Alison Troup* Neal Longdon Justin Gorton Geological Survey of Queensland Geological Survey of Queensland Geological Survey of Queensland Level 3, 1 William Street, Brisbane Level 3, 1 William Street, Brisbane Level 3, 1 William Street, Brisbane QLD, 4000 QLD, 4000 QLD, 4000 [email protected] [email protected] [email protected] *presenting author asterisked SUMMARY The plays of the Bowen and Surat basins consist of conventional structural plays along major regional structures and depositional platforms, most of which have some stratigraphic component. These can be subdivided into three main regions: the eastern and western flanks of the Taroom Trough, and the Denison Trough. Coal seam gas is found in fairway zones within the Permian coals of the Bowen Basin, which can be subdivided into two main fairways: structurally associated plays in the southern Bowen Basin, and a tighter play in the northern Bowen Basin. Coal seam gas is also found along a broad fairway in the Walloon Coal Measures of the Surat Basin. Recent exploration for new targets has highlighted potential for tight gas in the deeper sections of the Bowen Basin, though further evaluation is required. More speculative plays within the region include tight gas within potential, but untested targets in the deeper sections of the Denison Trough. Key words: petroleum, petroleum exploration, Queensland, Bowen Basin, Surat Basin INTRODUCTION A petroleum play is an exploration concept that groups fields together based on similar characteristics, generally lithological or structural, that can be applied at regional or local scales. -
BMA Bowen Basin Coal Growth Project Initial Advice Statement June 2008
BMA Bowen Basin Coal Growth Project Initial Advice Statement June 2008 BMA Bowen Basin Coal Growth Project – Initial Advice Statement Contents 1 Introduction 3 1.1 Project Background and Location 3 1.2 The Proponent 4 1.3 Project Need 4 1.4 Purpose and Scope 5 2 Project Description 8 2.1 Daunia Mine 8 2.1.1 Mineral Resource 8 2.1.2 Mining Operations 12 2.1.3 Supporting Site Infrastructure 12 2.1.4 Coal Handling and Processing Activities 13 2.1.5 Mine Waste Management 13 2.1.6 Workforce 13 2.1.7 Operational Land and Tenure 14 2.1.8 Environmental Authorities 14 2.2 Caval Ridge Mine 14 2.2.1 Mineral Resource 15 2.2.2 Mining Operations 18 2.2.3 Supporting Site Infrastructure 18 2.2.4 Coal Handling and Processing Activities 19 2.2.5 Mine Waste Management 20 2.2.6 Workforce 20 2.2.7 Operational Land and Tenure 20 2.2.8 Environmental Authorities 20 2.3 Goonyella Riverside Mine Expansion 22 2.3.1 Mineral Resource 22 2.3.2 Mining Operations 26 2.3.3 Supporting Site Infrastructure 28 2.3.4 Coal Handling and Processing Activities 28 2.3.5 Workforce 28 2.3.6 Operational Land and Tenure 29 2.3.7 Environmental Authorities 29 2.4 Airport Development 29 3 Existing Environment and Potential Impacts 31 3.1 Daunia Mine 31 3.1.1 Surface Water 31 3.1.2 Groundwater 31 C:\Hum_Temp\BMA_KM-#5858325-v2-BMA_Bowen_Basin_Growth_Project_Final_IAs.DOC PAGE i Rev 2 BMA Bowen Basin Coal Growth Project – Initial Advice Statement 3.1.3 Land Resources 32 3.1.4 Regional Ecosystems 32 3.1.5 Significant Flora and Fauna 33 3.1.6 Noise and Vibration 34 3.1.7 Air Quality 34 3.1.8 -
Water Management
Water Management Freshwater on a ship is a precious commodity. We go to great efforts to ensure it is used most efficiently and treated properly. On average, we produced 90% of our fresh water on board via desalination or reverse osmosis. water salt water Efficiencies Our average guest Condensation from like aerators, low-flow water consumption is air conditioning units showerheads, reduced flow 66 gallonssemi permeable per day membrane is collected and then used dishwashers and laundry — 34 gallons less than in laundry areas. equipment help us reduce the U.S. average. water consumption. HOW WE PROVIDE POTABLE (FRESH) WATER Onboard, fresh, or potable, water is used for drinking, showers, sinks, toilets, galleys, pools and spas and is obtained in one of three ways: 1. Desalination: This system boils and evaporates seawater which is then condensed into fresh water. While this process requires high levels of energy, we repurpose our engine waste heat or steam from exhaust gas boilers to heat the water for this process. 2. Reverse Osmosis: This system creates fresh water by pumping seawater at very high pressure through a filter or semi-permeable membrane that only allows water molecules to pass through. The newest reverse osmosis systems being installed on our ships require 65% less energy to operate than a few years ago. 3. Bunkering: Fresh water is bunkered (sourced locally) only where our use will not stress the local community from a social, health, or environmental perspective. 2020 ROYAL CARIBBEAN GROUP SUSTAINABILITY REPORT | FACT SHEET Water Management HOW WE HANDLE WASTEWATER INFLUENT Wastewater on board is handled much like it would on land ACCOMMODATIONS LAUNDRY GALLEY PULPER BLACKWATER through a water treatment plant. -
Bowen and Galilee Basins Non–Resident Population Projections, 2020 to 2026
Queensland Government Statistician’s Office Bowen and Galilee Basins non–resident population projections, 2020 to 2026 Introduction The resource sector in regional Queensland utilises fly-in/fly-out and Figure 1 Bowen and Galilee Basins drive-in/drive-out (FIFO/DIDO) workers as a source of labour supply. These non-resident workers live in the regions only while on-shift (refer to Notes, page 12). The Australian Bureau of Statistics’ (ABS) official population estimates and the Queensland Government’s population projections for these areas only include residents. To support planning for population change, the Queensland Government Statistician’s Office (QGSO) publishes annual non–resident population estimates and projections for selected resource regions. This report provides a range of non–resident population projections for local government areas (LGAs) in the Bowen and Galilee Basin regions (Figure 1), from 2020 to 2026. The projection series represent the estimated non-resident populations associated with existing resource operations and future projects in the region. Projects are categorised according to their standing in the approvals pipeline, including stages of the environmental impact statement (EIS) process, and progress towards achieving financial close. Series A is based on existing operations, projects under construction and approved projects that have reached financial close. Series B, C and D projections are based on projects that are at earlier stages of the approvals process. The projections in this report were In this publication, the Bowen Basin produced in February 2020 and do not consider impacts of the comprises the LGAs of Banana (S), Central COVID-19 pandemic on the non–resident population. -
Unlocking Shareholder Value Presentation
BHP Billiton Limited BHP Billiton Plc 171 Collins Street Neathouse Place Melbourne Victoria 3000 Australia London SW1V 1LH UK GPO BOX 86 Tel +44 20 7802 4000 Melbourne Victoria 3001 Australia Fax + 44 20 7802 4111 Tel +61 1300 55 47 57 Fax +61 3 9609 3015 bhpbilliton.com bhpbilliton.com 19 August 2014 To: Australian Securities Exchange New York Stock Exchange UNLOCKING SHAREHOLDER VALUE PRESENTATION Attached are the presentation slides for a presentation that will be given by the Chief Executive Officer and Chief Financial Officer shortly. The Webcast for this presentation can be accessed at: http://www.media-server.com/m/p/fz6a4nkm Nicole Duncan Company Secretary Escondida Unlocking shareholder value Andrew Mackenzie Chief Executive Officer 19 August 2014 Disclaimer UK Financial Services and Markets Act 2000 approval The contents of this presentation, which have been prepared by and are the sole responsibility of BHP Billiton, have been approved by Goldman Sachs International solely for the purposes of section 21 of the United Kingdom’s Financial Services and Markets Act 2000 (as amended). Goldman Sachs International, which is authorised by the Prudential Regulation Authority and regulated by the Financial Conduct Authority and the Prudential Regulation Authority in the United Kingdom, is acting for BHP Billiton and no one else in connection with the proposed demerger of the new company (NewCo) and will not be responsible to anyone other than BHP Billiton for providing the protections afforded to clients of Goldman Sachs International, or for giving advice in connection with the proposed demerger of NewCo or any matter referred to herein. -
Environmental Impact Statement
ENVIRONMENTAL IMPACT RED HILL STATEMENT MINING LEASE Section 14 Transport Section 14 Transport 14.1 Description of Environmental Values This section of the Red Hill Mining Lease Environmental Impact Statement (EIS) responds to the requirements related to the management of traffic and transport, as outlined in the Coordinator- General’s Terms of Reference (TOR). The transport assessment investigates the potential impacts on the safety and efficiency of the road, rail, air and sea transport network servicing the Red Hill Mining Lease area. Further information is provided in Appendix N. This transport assessment is contained to the potential future GRM incremental expansion and the RHM underground expansion option. This assessment does not include the proposed extension to the BRM (Broadmeadow extension), as the extension will not intensify existing activities within BRM, the existing BRM workforce will complete the work associated with the extension and no additional infrastructure is proposed. 14.2 Existing Conditions 14.2.1 Road Network To inform the Road Impact Assessment (Appendix N), an inspection of the existing road network was undertaken in February 2011. In addition to the inspection, data pertaining to the existing condition of various roads has been sourced from the Department of Transport and Main Roads (TMR) and Isaac Regional Council (IRC). This includes data relating to existing traffic volumes, the existing pavement condition, existing school bus routes and historic crashes, as well as information pertaining to planned future road works. To supplement the information received from the road authorities, traffic counts were also independently undertaken at a number of intersections in May 2013. -
City of Portales Review of Water Supply Options
CITY OF PORTALES REVIEW OF WATER SUPPLY OPTIONS Prepared for City of Portales Prepared by Charles R. Wilson, Consultant, LLC Santa Fe, New Mexico November 2013 Executive Summary This report presents an overview of optional sources of municipal water supply to supplement Portales’ current supply from the Blackwater Wellfield. Consideration has been given to obtaining supplemental supplies from shallow groundwater, deep groundwater, and surface water from Ute Reservoir. In addition, the report reviews alternatives for reducing water demands including wastewater recycling as well as other water conservation measures. Shallow Groundwater. Shallow groundwater from the Ogallala Aquifer in the vicinity of Portales does not provide a sustainable supply for municipal use. It has become limited in quantity and the City’s Blackwater Wellfield may be unable to support the current rate of use within 10 to 15 years. In the longer term, shallow groundwater can only be considered as a low yield, emergency water source. However, the aquifer could be used to store excess water when available from other sources, such as Ute Reservoir. Deep Groundwater. Deep groundwater from below the Ogallala Aquifer is not a promising water supply alternative for east-central New Mexico. Any water that could be available from this source would be expensive to access, of low quality, and likely also of low quantity. Further, deep groundwater would not be a renewable source of supply. nPursuit of deep groundwater in the Roosevelt – Curry County area would be costly, have a high probability of failure, and is not recommended at this time. Ute Reservoir. A surface water supply from Ute Reservoir on the Canadian River is the only available alternative that would provide Portales with a demonstrated, renewable water supply in sufficient quantity for municipal use.