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Time Dependent Leachability and Potential Environmental Implications From Stabilization/Solidification Treatment of Chromium Contaminated Clay

机译:稳定/固溶处理铬污染黏土的时间依赖性可浸性和潜在的环境影响

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Requirements for sustainable waste management and environmental protection have yielded recent EU regulations, which actively encourage the use of source control remedial approaches such as stabilization/ solidification (S/S). S/S has proven particularly viable for heavy metal containment, relying on interactions between introduced reagents and contaminated media to induce containment. However, there is a need to validate long-term performance of the method to prevent accidental releases and subsequent environmental pollution. This requires evaluation of leaching controlling mechanisms for treated contaminated media to address time and equilibrium pH dependent leaching characteristics. The selection of a suitable suite of leaching tests to evaluate leaching is essential to ensure confidence in the applied techniques, and can be used to expedite durable and effective mix design and application. This paper presents findings from leaching evaluations for CEM II (Portland limestone cement) treated chromium contaminated kaolin clay. Leaching tests were undertaken at 28, 150, and 300 days of sample curing, for time dependent, equilibrium, and porewater leaching characteristics. Evaluations were also undertaken for influences of sulfate and organic content (as humic acid) on chromium containment. Chromium was found to be contained effectively within the stabilized contaminated matrix, with leaching and availability comparable to those observed for the stabilized uncontaminated specimen. The primary solubility controlling mineral was found to be chromium hydroxide, and increasing hydration improved chromium containment. Increased organic content resulted in an initial increase in chromium availability at 28 and 150 days of hydration, a trend also observed for an increase in sulfate content. However, after hydration for 300 days, the availabilities for chromium were comparable for all matrices, and comparable to measures observed for leaching from the uncontaminated clay.
机译:可持续废物管理和环境保护的要求已经产生了最新的欧盟法规,该法规积极鼓励使用源控制补救方法,例如稳定/固化(S / S)。事实证明,S / S依靠引入的试剂和受污染的介质之间的相互作用来诱导重金属,对于重金属的遏制特别可行。但是,需要验证该方法的长期性能,以防止意外释放和随后的环境污染。这需要评估处理过的受污染介质的浸出控制机制,以解决时间和平衡pH依赖的浸出特性。选择合适的浸出测试套件以评估浸出对于确保对所应用技术的信心至关重要,并且可用于加快持久且有效的混合料设计和应用。本文介绍了对CEM II(波特兰石灰石水泥)处理的铬污染高岭土进行浸出评估的结果。在28天,150天和300天的样品固化过程中进行了浸出测试,以了解时间依赖性,平衡和孔隙水的浸出特性。还对硫酸盐和有机物含量(如腐殖酸)对铬含量的影响进行了评估。发现铬被有效地包含在稳定的受污染基质中,其浸出率和可用性与稳定的未污染标本所观察到的相当。发现控制溶解度的主要矿物是氢氧化铬,增加水合作用可改善铬的含量。有机物含量的增加导致水合28天和150天时铬的利用率开始增加,硫酸盐含量也有增加的趋势。但是,水合300天后,铬的有效性在所有基质中都是可比的,并且与从未污染的粘土中浸出的量度相当。

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