To serve you better, our new website displays information specific to your location.
Please visit the site and bookmark it for future use.

Tailings central thickened discharge; challenges faced and lessons learned from design to operation

Pepe Moreno and Nicholas Thompson
Friday, July 8, 2016
First presented: 
PASTE2016 Conference, Santiago, Chile, 6-8 July 2016
Mine Waste

With the mining industry transitioning through a well-publicised downturn as a result of lower commodity prices and unstable macro-economic conditions around the world, mine owners have sharpened their focus on increasing operational productivity and minimising unnecessary capital expenditure. The management of tailings, already perceived by many as simply a cost to the mine, is one of the key areas targeted for savings. With constraints on water availability and costs associated with water, particularly in arid environments, thickened tailings disposal becomes an attractive scenario.

A central thickened discharge (CTD) tailings storage facility (TSF) was designed and commissioned at a phosphate mining operation in the Kingdom of Saudi Arabia. The design stage included comprehensive rheological and geotechnical characterisation of the tailings. The facility design was optimised for cost savings to store a specific thickened tailings product with a predicted beach slope profile and minimal supernatant pond, which influenced the perimeter embankment type and sizing.
However, subsequent operational issues with variations in thickener performance and tailings properties, combined with a disconnection from the design stage to the construction and commissioning of the TSF, led to an inconsistently segregating tailings product with a significantly increased volume of water sent to the facility and beach slopes that were flatter than designed.
This paper discusses the lessons learned from this project and the potential challenges and risks when there are large unforeseen variations in thickener performance and limited operator experience, which can lead to significantly more water to manage and reduced storage capacity compared to that designed. The paper also proposes key areas to focus on to mitigate against and lessen the impact of significant variations in the thickening process and tailings product sent to the TSF.

Feature Author

Pepe Moreno

Juan Moreno has more than 25 years of diversified professional experience in projects mainly associated with geotechnical/ geoenvironmental engineering for the mining and civil industries throughout the world. Pepe is typically involved as team leader conducting conceptual to detailed engineering for mine waste facilities, including design of tailings disposal systems using a wide range of dewatering levels, waste rock dumps, and effluents containment. His experience covers from site investigation to closure design including advanced modelling for dam break analyses and water balance and geotechnical design for tailings facilities, heap leach pads, ponds and waste rock dumps. Pepe provides expert review for tailings and waste management for due diligence and peer review projects for banks and potential investors.

Principal Consultant (Mine Waste)
Civil Eng, MIEAust, CPEng, RPEQ
SRK Perth
SRK Australia