Literature DB >> 29232163

Application of mine water leaching protocol on coal fly ash to assess leaching characteristics for suitability as a mine backfill material.

Godfrey Madzivire1,2, Koena Ramasenya1, Supi Tlowana1, Henk Coetzee1,3, Viswanath R K Vadapalli1.   

Abstract

Over the years, coal mining in the Mpumalanga Province of South Africa has negatively affected the environment by causing pollution of water resources, land subsidence and spontaneous coal combustion. Previous studies show that in-situ treatment of acid mine drainage (AMD) using coal fly ash (CFA) from local power stations was possible and sludge recovered out of such treatment can be used to backfill mines. In this article, the authors have attempted to understand the leaching characteristics of CFA when placed underground as a backfill material using the mine water leaching protocol (MWLP). The results show that the migration of contaminants between the coal fly ash and the AMD in the mine voids depends on the pH and quality of the mine water. While backfilling mine voids with CFA can neutralize and scavenge between 50% and 95% of certain environmentally sensitive elements from AMD such as Fe, Al, Zn, Cu, Ni, Co and Mn. At this moment, it is also important to point out that certain scavenged/removed contaminants from the AMD during initial phases of backfilling can be remobilized by the influx of acidic water into the mine voids. It has therefore been concluded that, while CFA can be used to backfill mine voids, the influx of fresh acidic mine water should be avoided to minimize the remobilization of trapped contaminants such as Fe, Al, Mn and As. However, the pozzolanic material resulting from the CFA-AMD interaction could prevent such influx.

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Keywords:  Mine water leaching protocol; acid mine drainage; backfilling material; coal fly ash; mine voids

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Year:  2017        PMID: 29232163     DOI: 10.1080/10934529.2017.1410420

Source DB:  PubMed          Journal:  J Environ Sci Health A Tox Hazard Subst Environ Eng        ISSN: 1093-4529            Impact factor:   2.269


  1 in total

1.  Analysis of the nonlinear dynamic response of guide rails for a suspended buffer.

Authors:  Yang Tai; Shuai Guo; Baifu An; Feng Ju
Journal:  PLoS One       Date:  2019-01-17       Impact factor: 3.240

  1 in total

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