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    Tailings Storage Facility (TSF) Stability and Water Management

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    Author
    Jeong, Yongsik
    Issue Date
    2020
    Keywords
    Management
    Rheology
    Stability
    Tailings Slurry
    Tailings Storage Facility
    Water saving
    Advisor
    Kim, Kwangmin
    
    Metadata
    Show full item record
    Publisher
    The University of Arizona.
    Rights
    Copyright © is held by the author. Digital access to this material is made possible by the University Libraries, University of Arizona. Further transmission, reproduction, presentation (such as public display or performance) of protected items is prohibited except with permission of the author.
    Embargo
    Release after 07/16/2021
    Abstract
    Tailings storage facilities (TSFs) are among the largest geotechnical structures in the world and operate for adequate and safe storage of tailings during and after mining activities. Ensuring the stability of these enormous structures has been a long-standing environmental liability for mining-related communities; the failures of TSFs can not only undermines the sustainable development of a mine, but also can cause irreparable hazards and damage to those communities and environments. This document presents research regarding three main topics related to TSFs water management. The first topic is development of site-specific guidelines for safe TSF water management. In this regard, the study focuses on determining the optimal beach distance from the decant pond to the crest, which can be a practical and easy monitoring criterion for securing TSF stability. 2D stress-seepage coupled analyses were conducted to evaluate geotechnical stability; additionally, water increments that increase due to unexpected weather conditions (heavy rainfall and strong wind) were considered for the optimal beach distance. The results of this research can be useful in developing a TSF risk level guideline of the testing site. The second topic is investigation of the potential of an environmentally-friendly polymer as a new drag reduction agent (DRA) to reduce frictional pressure loss and also to conserve water. Lab-scale pipe loop tests examined the effect of the polymer on the pressure loss of the tailings slurry in pipe flows. The experiment results confirmed the potential for using the polymer as a new DRA. Findings showed that pressure loss decreased with increasing polymer percentages up to 4%, but increased above concentrations of 4%. 3D numerical models of computational fluid dynamics (CFD) simulations were developed and validated based on the pipe loop test results. The model provided the potential amount of water and transportation energy saving with minimal changes of pressure loss, induced by solid concentration increases. The final topic deals with usage of the new DRA. When the DRA is employed and solids concentration is increased, the study explored the relevant operating issues, such as settling of tailings particles in pipelines, and accelerating pipeline wear using 3D CFD numerical simulations. The polymer used in the second study reported here was expected to improve the efficiency of tailings slurry flows in pipelines. The results confirmed that by employing the new DRA, the minimal changes of pressure loss levels could be achieved even though there were increases in solids concentration. The polymer also increased the flow velocity, making it possible to transport tailings faster than the critical velocity at which the particle settlement begins. Also, the addition of the polymer resulted in an increase of the erosion rate, due to increased flow velocity, but the total amount of erosion was reduced at certain solids concentrations.
    Type
    text
    Electronic Dissertation
    Degree Name
    Ph.D.
    Degree Level
    doctoral
    Degree Program
    Graduate College
    Engineering
    Degree Grantor
    University of Arizona
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    Dissertations

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