Tailings Dam Spills at Mount Polley & Mariana Summary
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A Wild Ride Foundations of a Company Coming of Age
What still stands is what we created. The dams, the roads, the bridges, the schemes, The idea of forming consortiums always struck me as a good one, as problems The more difficult projects in which I was involved required detailed attention by me. That wasn’t My boss asked if I would be interested in working in Africa and got me a job interview with A valley failed where a company was building a mining tailings dam in Papua New Guinea called Ok When I joined Klohn Leonoff, I brought a capability in rock mechanics and a background in tunnelling. The variety of clients and market sectors is a driver as to why I came back into consulting We realized in the early 2000s that we had to fundamentally change the culture of the company to survive. That meant teaching professional engineers and I have found KCB to be a company that values the “why.” Our focus is on understanding the problems and KCB is a purpose-driven enterprise. Our purpose is the application of engineering and science for the betterment of our world. We and all the construction did not disappear with the company. These structures show FOUNDATIONS OF A COMPANY could be ironed out around the Board table. When there were problems on site dictated by me—it was dictated by the projects. The concentration that was required on these projects METAMORPHOSES COMING OF AGE PROJECTS AND PROGRESS ONE CHAPTER CLOSES A NEW MILLENNIUM A WILD RIDE C.B.A. Engineering. Don Bazett hired me and sent me to be the dam engineer on the Hadejia Tedi. -
BHP “Extreme” Consequence Tailings Dams with Potential to Cause Fatality of 100 Employees
BHP “Extreme” consequence tailings dams with potential to cause fatality of 100 employees: Briefing Paper by David Noonan, Independent Environment Campaigner - 22 May 2020 BHP has Questions to answer on Worker Safety, Transparency and Accountability at Olympic Dam BHP took over Olympic Dam copper-uranium mine in 2005, operating the mine for a decade before a GHD “TSF Dam Break Safety Report”1 to BHP in August 2016 concluded all existing Tailings Storage Facilities (TSFs) are “Extreme” consequence tailings dams with a failure potential to cause the death of 100 BHP employees: “BHP OD has assessed the consequence category of the TSFs according to ANCOLD (2012a,b). A dam break study, which considered 16 breach scenarios of TSFs 1 to 5, was completed by GHD (2016) and indicated a potential for tailings and water flow into the mine’s backfill quarry and underground portal. The following conclusions were drawn: • The population at risk (PAR) for a TSF embankment breach is greater than 100 to less than 1000 mine personnel primarily as a result of the potential flow of tailings into the adjacent backfill quarry and entrance to the underground mine. • The financial cost to BHP OD for a tailings dam failure was assessed by BHP OD to be greater than US$1B, a “catastrophic” loss according to ANCOLD guidelines (2012a,b). Based on these criteria, the TSFs at Olympic Dam have been given a consequence category of “Extreme” to guide future assessments and designs. Note that this is an increase compared to the assessment prior to the FY16 Annual Safety Inspection and Review (Golder Associates, 2016a) which classified TSF 1-4 and TSF 5 as “High A” and “High B”, respectively. -
Tailings Facilities Disclosure: Response to the Church of England Pensions Board and the Council on Ethics Swedish National Pension Funds
BHP Tailings Facilities Disclosure Tailings Facilities Disclosure: Response to the Church of England Pensions Board and the Council on Ethics Swedish National Pension Funds 7 June 2019 In April 2019, the Church of England Pensions Board and the Council on Ethics Swedish National Pension Funds wrote to approximately 700 mining firms to request specific disclosures of their tailings facilities. This document contains the response of BHP and that of our Non-operated joint ventures to this request. This disclosure has been certified by BHP’s Chief Executive Officer, in line with this request. BHP Tailings Facilities Disclosure DISCLAIMER Forward-looking statements This document contains forward-looking statements, which may include statements regarding: trends in commodity prices and currency exchange rates; demand for commodities; plans, strategies and objectives of management; closure or divestment of certain operations or facilities (including associated costs); anticipated production or construction commencement dates; capital costs and scheduling; operating costs and shortages of materials and skilled employees; anticipated productive lives of projects, mines and facilities; provisions and contingent liabilities; tax and regulatory developments. Forward-looking statements can be identified by the use of terminology including, but not limited to, ‘intend’, ‘aim’, ‘project’, ‘anticipate’, ‘estimate’, ‘plan’, ‘believe’, ‘expect’, ‘may’, ‘should’, ‘will’, ‘continue’, ‘annualised’ or similar words. These statements discuss future expectations concerning the results of operations or financial condition, or provide other forward- looking statements. These forward-looking statements are not guarantees or predictions of future performance, and involve known and unknown risks, uncertainties and other factors, many of which are beyond our control, and which may cause actual results to differ materially from those expressed in the statements contained in this presentation. -
Deep Into the Mud: Ecological and Socio-Economic Impacts of the Dam
n a t u r e z a & c o n s e r v a ç ã o 1 4 (2 0 1 6) 35–45 Natureza & Conservação Brazilian Journal of Nature Conservation Supported by Boticário Group Foundation for Nature Protection http:/ /www.naturezaeconservacao.com.br Essays and Perspectives Deep into the mud: ecological and socio-economic impacts of the dam breach in Mariana, Brazil a,b,∗ c d Geraldo Wilson Fernandes , Fernando F. Goulart , Bernardo D. Ranieri , a,e f g h Marcel S. Coelho , Kirsten Dales , Nina Boesche , Mercedes Bustamante , a i b j Felipe A. Carvalho , Daniel C. Carvalho , Rodolfo Dirzo , Stephannie Fernandes , b,k g g k Pedro M. Galetti Jr. , Virginia E. Garcia Millan , Christian Mielke , Jorge L. Ramirez , a g l m c Ana Neves , Christian Rogass , Sérvio P. Ribeiro , Aldicir Scariot , Britaldo Soares-Filho a Evolutionary Ecology & Biodiversity, Department of General Biology, Universidade Federal de Minas Gerais (UFMG), Belo Horizonte, MG, Brazil b Department of Biology, Stanford University, Stanford, United States c Master in Modeling and Analysis of Environmental Systems, Center for Remote Sensing, Department of Cartography, Universidade Federal de Minas Gerais (UFMG), Belo Horizonte, MG, Brazil d Norman B. Keevil Institute of Mining Engineering, University of British Columbia, Vancouver, Canada e Laboratory of Phenology, Department of Botany, Instituto de Biociências (IB), Universidade Estadual Paulista (UNESP), Rio Claro, SP, Brazil f Canadian International Resources & Development Institute, University of British Columbia, Vancouver, Canada g Helmholtz -
Tailings Dam Failures: a Review of the Last One Hundred Years
Tailings Dam Failures: A Review of the Last One Hundred Years Shahid Azam Qiren Li Introduction one hundred years is estimated to be information when reported. This has Tailings dams are some of the largest 1.2%. This is more than two orders of seriously hindered the development of earth structures geotechnical engineers magnitude higher than the failure rate safety regulations in such areas. De- construct. These embankments are often of conventional water retention dams spite insufficient data, a generalized built with steep slopes using the coarse that is reported to be 0.01% (ICOLD, statistical analysis is exigently needed fraction of the tailings thereby saving 2001). to help minimize tailings dam failure on cost. To keep such impoundments The mining industry has experi- events. standing is one of the most challenging enced several significant dam failures tasks in mine waste management. in recent history: Merriespruit (South Scope of this Study Generally, these containment facilities Africa), 1994; Omai (Guyana), 1994; A comprehensive worldwide database are vulnerable to failure because of the Los Frailes (Spain), 1998; Baia Mare for all historical failure events is following reasons: (i) dyke construction (Romania), 2000; and Aitik (Sweden), virtually inexistent. Still, a number of with residual materials from the mining 2000. An acute societal concern over databases can be used in conjunction. operations; (ii) sequential dam raise such events has resulted in enforc- The primary databases are given along with an increase in effluents; (iii) ing stringent safety criteria at mining as follows: (i) United Nations lack of regulations on design criteria, operations in some parts of the globe. -
^ Geology of the Mount Polley Intrusive Complex
! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! ! Disclaimer: While every effort has been taken to ensure the accuracy of the information in this map, the ! ! ! ! ! data are provided on an 'as-is' basis, without any warranty, guarantee or representation of any kind, ! XY ! ! whether expressed or implied. It is the responsibility of the user to check the facts before entering any ! ! ! ! financial or other commitment based upon this information. ! ! ! ! ! ! ! 32 ! ! ! Map 1. Geology of Mount Polley Intrusive Complex (pre-mining, except Cariboo-Bell zones) ! ! ! ! ! ! ! ! ! ! ! ! ! ! 31 ! ! ! Map 3. Gold Mineralization ! Map 2. Copper Mineralization ! ! 591,000 592,000 593,000 594,000 591,000 592,000 593,000 594,000 ! ! 591,000 592,000 593,000 594,000 0 0 0 0 ! ! ! 0 0.6% Copper 0 0 0 ! 0.6 g/t Gold ! ! 21 0 0 0 0 ! ! ! ! ! , , , , ! ! 6 6 6 6 ! ! ! ! D 2 2 2 2 ! ! ! ! D 8 8 8 8 , , , , ! ! ! D ! D ! D 5 5 5 5 ! D D ! D D D ! 0.3% Copper 0.3 g/t Gold ! ! ! D D Pit outline ! ! ! Quesnel terrane ! ! ! ! D D ! f ! ! D 65 ! D ! 0.1% Copper 0.1 g/t Gold ! 1 0 0 ! EJbc D 10 ! Stikine terrane Planned pit0 ! 0 0 ! ! 0 0 ! , , ! LT ! ! rp 6 km D 6 Limit of elevated Cu, Limit of elevated Cu, ! ! 2 2 ! ! ! 8 8 ! , , Au mineralization Au mineralization ! ! 5 D 5 ! ! ! D EJt D ! ! D D 85 ! ff 86 ! ! LTrJNbc ! ! ! ! 0 Pit outline Pit outline ! Prince 00 73 ! ! 1 ! ! D ! ! ! f ! George 0 0 0 0 ! ! 0 0 0 0 ! 85 ! ! ! LTrpkm 0 0 0 0 ! ! f , , , , ! ! Planned pit ! 5 5 5 5 ! Planned pit ! ! ! ! ! ! 2 2 2 2 ! ! f ! ! D ! ! ! 8 8 8 8 ! ! ! ! ^ , , , , ! Map Area 53 D 5 5 5 5 ! LTrJNbc ! ! ! ! ! D D D ! D D D ! ! D D LTrpbx2 P o l l e y L a k e P o l l e y L a k e ! ! ! ! ! D . -
DRAFT Dam Safety Review Mount Polley Mine, Likely British Columbia
AMEC Earth & Environmental a division of AMEC Americas Limited 2227 Douglas Road, Burnaby, BC Canada V5C 5A9 Tel +1 (604) 294-3811 Fax +1 (604) 294-4664 www.amec.com DRAFT DAM SAFETY REVIEW Mount Polley Mine Likely, British Columbia Submitted to: Imperial Metals Corporation 200 – 580 Hornby Street Vancouver, BC Submitted by: AMEC Earth & Environmental Limited Burnaby, BC November 2006 AMEC File: VM00448 AMEC010565_0001 Imperial Metals Corporation Dam Safety Review Mt. Polley Mine - Tailings Storage Facility November 2006 – DRAFT REPORT TABLE OF CONTENTS SUMMARY III 1.0 INTRODUCTION .............................................................................................................. 1 2.0 BACKGROUND ............................................................................................................... 4 2.1 General ...................................................................................................................... 4 2.2 Relevant Documentation to DSR ............................................................................... 5 2.3 Existing Dam Safety Program .................................................................................... 5 2.3.1 Dam Safety Inspections ................................................................................. 5 2.3.2 Dam Safety Review ........................................................................................ 5 2.4 Water Balance ........................................................................................................... 5 3.0 DAM -
Cleaning up BC's Dirty Mining Industry
Vol.35 No.1 | 2016 Published by the Wilderness Committee FREE REPORT Joe Foy The Quesnel Lake watershed risks and health impacts from BC's National Campaign have been looking at reducing the Director, supports an important component mining industry. pressure on mine dams. That sounds Wilderness Committee of the Fraser River sockeye salmon Tailings storage facilities like the like good news – but it isn’t. There @JoeFoyWild run. Fisheries managers are holding one at Mount Polley have become is now an increase in schemes that their breath, waiting to see what long- widespread throughout the province. involve dumping mine wastewater term impacts BC now has 98 into downstream rivers, lakes and the Mount Polley permitted tailings creeks, which are often important hen the tailings pond dam disaster will have ponds at 60 operating salmon habitat. Wbreached at BC's Mount Polley on the run. and closed mines.5 For example, the Gibraltar Mine, Mine in August 2014, it unleashed First Nation Many of them are the located near Williams Lake, was a torrent of mine waste and water. community size of a lake – multiple recently issued a temporary permit Much of this ended up pouring into members who kilometres across. to increase the release of mine one of the province's most important fish for salmon At the Highland tailings pond water up to 5.4 million salmon nurseries – Quesnel Lake. downstream Valley Copper mine cubic metres a year directly into the An estimated 8 million cubic of the spill are located between Logan Fraser River.7 metres of solid mine -
Designing Safe and Stable Tailings Dam Structures with Centrifuge Modelling
Risk Analysis VII PI-615 Designing safe and stable tailings dam structures with centrifuge modelling E. De Souza The Robert M. Buchan Department of Mining, Queen’s University, Canada Abstract The failure of a number of waste dumps and tailings dams over the last decade has directed public attention to the potential hazard and severe environmental and safety impact created by mine tailings disposal, and has brought concerns on the need for more appropriate design, construction and management of tailings impoundments. Although past engineering research efforts carried out within the mining industry have developed unique strategies that normally result in stable tailings dam conditions, the effective and economic design, construction and maintenance of safe mine tailings dams still constitute a major technical challenge to industry. As a manifested contribution to this continuing effort, this paper introduces the centrifuge as a modern and unique design and verification tool which provide viable solutions to the continuing effort towards the construction of safe mine tailings dams. Keywords: tailings dams, waste dumps, centrifuge modelling, stability design. 1 Introduction Tailings dam failures generally result in catastrophic ecological disasters. Failure of an embankment generally results in liquefaction of the unconsolidated tailings mass, which can flow many miles in the surroundings. Because of the potential hazard and severe environmental and safety impact created by mine tailings disposal, industry has taken leadership in developing extensive research towards improved tailings dam design and management techniques that address both the safety and the environmental issues of tailings disposal. The mining industry is more and more expected to achieve high environmental performance in their operations, and high design standards are WIT Transactions on Information and Communication Technologies, Vol 43, ©2010 WIT Press www.witpress.com, ISSN 1743-3517 (on-line) doi:10.2495/RISK100511 PI-616 Risk Analysis VII required by government and regulators. -
Surface(Placed,Cemented(Paste,Tailings
! Surface(Placed,Cemented(Paste,Tailings, Prepared,by, ,,Enviromin,,Inc.1, Introduction! Surface( placement( of( cemented0paste( tailings( is( an( innovative( and( logical( application( of( two( proven( technologies:(cemented0paste(tailings(backfill(and(surface(placement(of(paste(tailings.(This(approach( reduces( the( long0term( risks( associated( with( tailings( dams( (subaqueous( tailings( impoundments),( and( lessens(potentially(unfavorable(environmental(conditions(observed(in(traditional(tailings(facilities,(such( as(dust(and(water(quality(impacts.(((Although(this(technology(has(not(yet(been(implemented(at(the(facility( scale,(studies(of(surface(placement(of(cemented0paste(tailings(began(in(the(early(2000s.((Critics(within( the(mining(industry(claim(that(adding(cement(to(paste(tailings(in(a(surface(facility(creates(unnecessary( expense,(yet(the(benefits(of(this(tailings(management(strategy(are(increasingly(clear.(The(United(Nations( recently(published(a(rapid(response(assessment(to(mine(tailings(storage(and(recommends(that(tailings( facility( design(objectives( be( raised(to(the( level(of( “zero0failure”( (“Mine( Tailings( Storage:( Safety( is( No( Accident.”(Roche(et(al.,(2017).(( The(utilization(of(cemented0paste(tailings(in(a(surface(facility,(while(acknowledged(as(a(very(expensive( approach,(is(the(highest(level(of(tailings(safety(management(and(goes(well(beyond(the(recommendations( of(the(2017(United(Nations(report.(This(adaptation(of(proven(best(management(practices(culminates(in( an(industry0led(approach(to(responsible(resource(development.( -
Tailings Dam Questions and Answers
Tailings Dam Questions and Answers 1. What is a tailings dam? A tailings dam is a structure built for the purposes of storing mine waste and water from the milling process. Where water retention dams are constructed to full height before any discharge to the impoundment, tailings dams increase in size as storage requirements increase1. 2. Why do we need tailings dams? Tailings dams, or tailings management facilities (TMF), are required for the long term deposition of mine waste such as tailings and waste rock. Tailings are generated from the mined ore that has been ground during mine processing, and must be kept behind a dam to prevent them from flowing into waterways. 3. Why can’t you use another technology like dry stack tailings to manage the tailings? Mine waste that has a high sulphide content and low neutralization potential (called Potentially Acid Generating or PAG material) such as at Casino, has the potential to react with oxygen in the air and, if not stored under water which prevents it from coming in contact with air, will leach acid and metals into the environment. Dry stack tailing technology is appropriate for waste that has low sulphide content and high neutralization potential, as the waste is continuously exposed to air. Conservative approaches and current best practices dictate that, for Casino’s waste, co-disposal of the PAG waste rock and tailings under a constant water cover is the best technology to prevent the formation of acidic drainage. 4. What is contained in the tailings dam? What is the water quality like? The Casino tailings dam will store non-PAG tailings adjacent to the dam and PAG tailings further upstream. -
Modelling the Brumadinho Tailings Dam Failure, the Subsequent Loss Of
https://doi.org/10.5194/nhess-2020-159 Preprint. Discussion started: 4 June 2020 c Author(s) 2020. CC BY 4.0 License. Modelling the Brumadinho tailings dam failure, the subsequent loss of life and how it could have been reduced Darren Lumbroso1, Mark Davison1, Richard Body1, Gregor Petkovšek1 1HR Wallingford, Howbery Park, Wallingford, Oxfordshire OX10 8BA, UK 5 Correspondence to: Darren Lumbroso ([email protected]) Abstract. In recent years the number of tailings dams failures has increased. On 25 January 2019, the Brumadinho tailings dam in Brazil suddenly failed releasing a mudflow over 10 m deep comprising some 10 million m3 of mining waste which killed between 270 and 320 people. This paper details the use of an agent-based model, known as the Life Safety Model (LSM), to estimate the risk to people downstream of the Brumadinho tailings dam and to assess if the number of fatalities 10 could have been reduced if a warning had been received prior to or at time the dam failed. The LSM modelling indicates that even if a warning had been issued as the dam failed the number of fatalities could have been reduced. Agent-based modelling tools such as the LSM can help to inform and improve emergency plans for tailings dams, which will help to reduce the risk posed by them in the future. 1 Introduction 15 Tailings dams are earth embankments used to store waste materials, known as tailings, from mining operations. They can be more than 100 m high and in some cases several kilometres long (Kossoff et al., 2014).