Successful Tailings Dewatering Design Using Multi-linear Drainage Geocomposites - SME Annual Meeting 2022

Society for Mining, Metallurgy & Exploration
P. Saunier S. Fourmont J. Mlynarek A. Jung R. Stafford
Organization:
Society for Mining, Metallurgy & Exploration
Pages:
5
File Size:
743 KB
Publication Date:
Mar 2, 2022
Industry Topics:
Automation, Economic Viability, Green Technology, Mine Planning, Operations, Processing, Rare Earth Elements, Reclamation, Regulation, Social License, Sustainability, ESG, Tailings, Water Management, Workforce

Abstract

The safe and economical storage of tailings generated by modern day mining operations is possibly the single largest challenge faced by miners today. By nature, tailings are a waste product that have little to no economic value. Yet, their physical and chemical contents can pose incredible environmental hazards if not stored correctly. The variety of factors that are met when designing Tailing Storage Facilities (TSFs), means that in most cases, a low-cost solution is sought to accomplish storage, meet environmental regulations, and adhere to industry best practices. TSFs can be large dam face structures or smaller structures like retention/evaporation lined ponds. Water management is potentially the single largest factor that miners and designers must contend with when constructing a TSF. Water is a necessary component in the process of extracting ore but can be difficult and expensive to remove once it is mixed with solid tailings particles. As a result, the most common disposal of these water containing tailings, called a slurry, is to simply discharge into an embanked TSF (Vick, 1990). These structures, just like any other water retaining dam, can breach releasing contents downstream. Despite modern advancements in TSF design, there have been numerous dam failures that have resulted in tragic loss of life and ecological devastation. Most notably in the last decade, the Brumadinho and Mariana Dam disasters in Brazil killed 278 people in downstream communities when TSF dams failed in 2019 and 2015, respectively (Rotta at el., 2020). Similarly, in 2014, the Mount Polley tailings spill in British Columbia was the second largest tailings spill on record and caused extensive damage to adjacent watershed ecosystems when the TSF embankment was breached (Byrne at el., 2018). While there were indeed numerous unique and underlying factors present in each of these structural failures, a shared element in the devastation was the large-scale release of unstable liquefied tailings
Citation

APA: P. Saunier S. Fourmont J. Mlynarek A. Jung R. Stafford  (2022)  Successful Tailings Dewatering Design Using Multi-linear Drainage Geocomposites - SME Annual Meeting 2022

MLA: P. Saunier S. Fourmont J. Mlynarek A. Jung R. Stafford Successful Tailings Dewatering Design Using Multi-linear Drainage Geocomposites - SME Annual Meeting 2022. Society for Mining, Metallurgy & Exploration, 2022.

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