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Evaluation of the Kinetics of Acid Drainage by Fly Ash Grouts

机译:粉煤灰浆对酸性排水动力学的评价

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The possibility of control and abatement of acid mine drainage (AMD) by Fly Ash-Lime Grout Injection (FGI) into underground mines is investigated. Lab-scale studies are completed that both demonstrate the potential of the fly-ash-lime grout to neutralize AMD and bracket the important parameters that affect the efficacy of the neutralization processes. Experimental results indicate that the fly ash-lime grout may be an effective means of ameliorating AMD. However, the long term potential of the grout may be adversely affected due to the armoring of the grout by Fe(0H)_3(s), Al(0H)_3(s) and CaSO_4). As pH of the AMD increases to approximately 8, most of the metals including manganese, aluminum, iron, barium, zinc, and magnesium precipitate. The precipitation of manganese at a relatively low pH·may be attributed to the formation of a solid-solid solution between MnCO_3 and carbonate phases of the grout, physical removal of the Mn species by iron and aluminum hydroxide flocs, and adsorption of the Mn species on the grout. Unlike other metals, sodium, potassium and strontium concentrations in the AMD increase with time. However, no trace metals are leached from the fly ash in excess of current regulatory limits. The effectiveness of the FGI technology is shown to depend on the reactive surface area of the grout, surface area to AMD-volume ratio, residence time of the AMD, lime content of the grout, and influent pH, acidity and metal concentrations of the AMD. Higher reactive surface area, lower surface area to AMD-volume ratio, and higher lime content speed up the neutralization kinetics. Higher initial iron or aluminum concentration slows down the neutralization process, as precipitation of Fe(OH)_3(s) and Al(OH)_3(s) produces acidity.
机译:研究了粉煤灰-石灰灌浆(FGI)注入地下矿山控制和减轻酸性矿山排水(AMD)的可能性。已完成实验室规模的研究,这些研究都证明了粉煤灰水泥浆中和AMD的潜力,并列出了影响中和过程功效的重要参数。实验结果表明,粉煤灰灰浆可能是改善AMD的有效手段。但是,灌浆的长期潜力可能会由于Fe(0H)_3(s),Al(0H)_3(s)和CaSO_4的铠装而受到不利影响。随着AMD的pH值增加到大约8,大多数金属(包括锰,铝,铁,钡,锌和镁)会沉淀。 pH值相对较低时锰的沉淀可能归因于MnCO_3和水泥浆的碳酸盐相之间形成固-固溶液,通过铁和氢氧化铝絮凝物物理去除Mn物种以及Mn物种的吸附在灌浆上。与其他金属不同,AMD中的钠,钾和锶浓度会随时间增加。但是,没有超过现行法规限值的微量金属从飞灰中浸出。 FGI技术的有效性取决于灌浆的反应表面积,表面积与AMD的体积比,AMD的停留时间,灌浆的石灰含量以及进水的pH值,酸性和AMD的金属浓度。较高的反应表面积,较低的AMD表面积比和较高的石灰含量可加快中和动力学。较高的初始铁或铝浓度会减慢中和过程,因为Fe(OH)_3(s)和Al(OH)_3(s)的沉淀会产生酸性。

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