Chapter Ii Mine Tailings Facilities
14 TOWARDS ZERO HARM – A COMPENDIUM OF PAPERS PREPARED FOR THE GLOBAL TAILINGS REVIEW TOWARDS ZERO HARM – A COMPENDIUM OF PAPERS PREPARED FOR THE GLOBAL TAILINGS REVIEW 15 SETTING THE SCENE CHAPTER II Upstream MINE TAILINGS 4 3 FACILITIES: OVERVIEW 2 1 AND INDUSTRY TRENDS Starter dyke: 1 Downstream The embankment design terms, upstream, Elaine Baker*, Professor, The University of Sydney, Australia and GRID Arendal, Arendal, Norway downstream and centreline, indicate the 4 Michael Davies*, Senior Advisor – Tailings & Mine Waste, Teck Resources Limited, Vancouver, Canada direction in which the embankment crest 3 moves in relation to the starter dyke at the Andy Fourie, Professor, University of Western Australia, Australia 2 base of the embankment wall. Gavin Mudd, Associate Professor, RMIT University, Australia 1 Kristina Thygesen, Programme Group Leader, Geological Resources and Ocean Governance, GRID Arendal, Norway Centreline Dyke: 2 to 4 or more 4 Dykes are added to raise the embankment. This continues throughout the operation 3 of the mine. 1. INTRODUCTION The tailings are most commonly stored on site 2 in a tailings storage facility. Storage methods for 1 This chapter provides an overview of mine tailings conventional tailings include cross-valley and paddock and mine tailings facilities. It illustrates why and (ring-dyke) impoundments, where the tailings are how mine tailings are produced, and the complexity behind a raised embankment(s) that then, by many Source: Vick, 1983, 1990 involved in the long-term storage and management definitions, become a dam, or multiple dams. of this waste product. The call for a global standard However, a tailings facility can have an embankment Figure 1.
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