A Conceptual Elevation Versus Volume Curve Determination Method for Tailings Dam Breach Studies

A Conceptual Elevation Versus Volume Curve Determination Method for Tailings Dam Breach Studies

Author: Vicci Schoeman
Conference: SANCOLD Annual Conference and AGM 2018
Date: November 7-9, 2018

ABSTRACT
Most of the theory used in tailings storage facility breach studies was developed for water dams and are not fully applicable to tailings storage facility failures. This paper describes a conceptual alternative formulation of the elevation versus volume curve of the cone of depression that forms during a tailings dam breach. It is the intention that the alternative elevation versus volume curve formulation method be used in conjunction with the hydrologic reservoir routing method to generate more realistic tailings dam failure outflow hydrographs. Only an overview of the method is given here, with more research being required to fully validate the method.

 

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
Septiembre 2024
Grouting to reduce seepage at Neckartal Dam, Namibia
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
A Diverse Approach in Geosynthetic Barrier Systems to Ensure Environmental Compliance of Existing TSFs
Julio 2024
Case History: Application Of Geosynthetics in A Tailings Storage Facility Rockfill Buttress Construction Project
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
Challenges in Ensuring Stability Whilst Providing Environmental Compliance for Existing TSFs