Tailings Impoundment Closure Enhancement

Tailings Impoundment Closure Enhancement

Author: Antonio Sotil, Amy Adams, Craig Hall
Conference: 2nd International Congress on Planning for Closure of Mining Operations
Date: November 7-9, 2018

ABSTRACT
Many tailings impoundments provide long?term storage for saturated, semi?fluid fine grained materials. Closure of these tailings impoundments represents an ongoing priority and a potential challenge for owners and professionals due to the potentially fluid nature of the impounded tailings in the event of a hypothetical dam breach.

One solution is to cap and shape the impoundment surface using waste rock or other materials to promote surface runoff, minimize dusting, and densify the underlying tailings through consolidation. Poor surface trafficability can hinder capping operations, and the cap itself may not fully mitigate the potential for deeper saturated tailings to fluidize and flow in the event of a dam breach.

This paper provides an overview of a case study for the decommissioning of the Nye Tailings Impoundment at the Stillwater Mine. Additional details on the site investigations and tailings characterization work that has been completed to support decommission of the impoundment are included in Adams et al (2018) that was presented at the 2018 Canadian Dam Association (CDA) conference. The closure plan includes capping the loose saturated tailings with waste rock along with a cover of surface soils to reclaim the impoundment and create a stable landform. Initial staged construction of the closure cap will be accomplished using a geotextile to improve trafficability during placement of the initial rockfill capping layer.

A potential opportunity to enhance the closure of the impoundment can be achieved through the progressive development of a large waste rock storage area over the capped tailings surface. This closure enhancement would provide significant storage capacity for waste rock and reduce additional site disturbance during ongoing mine operations. As an added benefit, the waste rock load would promote consolidation, densification, and dewatering of the underlying tailings, further reducing the potential for the impounded tailings to fluidize and flow in the event of a hypothetical dam breach. This integrated waste management strategy for the Stillwater Mine will provide operational benefits for ongoing waste rock management while concurrently developing a stable reclaimed post closure landform to enhance the reclamation objectives for the mine site.

 

Download the full technical paper.

Download

Perspectivas recientes

Noviembre 2024
Design of a Co-disposal Facility for Thickened Tailings and Potentially Acid-generating Waste Rock
Noviembre 2024
Compaction Sensitivity in Tailings Stack Infiltration Modeling: Unsaturated Properties Uncertainty Analysis
Noviembre 2024
Volumes of Dam Material Mobilized by Erosion During Tailings Dam Failure Events
Octubre 2024
Estudio de rotura de una presa de jales en la zona centro-norte de México
Septiembre 2024
Influence of Pre-Existing Mobilized Zones on B3 Cave Propagation and Initial Subsidence at the New Afton Mine
Septiembre 2024
Importance of Indigenous Community Engagement related to ARD/ML and Long-Term Water Quality
Septiembre 2024
Effective Assessment of ARD/ML Potential for Non-Mining Infrastructure Projects
Agosto 2024
CESA Aon Engineering Excellence Awards 2024: Kikagati Hydropower Plant
Julio 2024
Interview: Mario Lazo Emparanza, Regional Manager, Knight Piésold Chile
Julio 2024
Visionary Leadership: Driving Engineering Excellence in Africa with Vishal Haripersad
Junio 2024
Concept Feasibility and Predicted Behavior of Mining a Rock Tower with Drill-and-Blast Undermining Using Dynamic Three-Dimensional Discontinuum Numerical Models
Junio 2024
Estimating Shear Stress within a Clay Foundation Using the Burgers-Creep Model
Junio 2024
Laboratory Study of Manganese Mining Overburden Mixed with Lime as a Paving Subbase Layer
Mayo 2024
Knight Piésold: Ensuring African Excellence in the DRC
Mayo 2024
Wild Coast N2 Highway Project Taking Shape
Mayo 2024
Interview: Guillermo Barreda, Gerente General, Knight Piésold Perú
Abril 2024
Risk Mitigation through Design Optimization Utilizing Seasonal Effects under Arctic Conditions at the Amaruq Mine
Abril 2024
Synthetic Rock Mass Modeling of Progressive Unravelling and Overall Slope Stability Using the Discrete Element Method
Abril 2024
Operational Slope Stability Risk Management for Large Open Pits at the Mount Milligan Mine – A Case Study
Abril 2024
Risk and Informed Approach to TSF Design and Operation