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NATURAL ATTENUATION OF MTBE AS PART OF AN INTEGRATED REMEDIATION DESIGN

机译:作为综合修复设计一部分的MTBE的自然衰减

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摘要

At a former industrial landfill site in southeastern Brazil, phenol and MTBE infiltrated into the soil until 1989. Significant concentrations of both pollutants have reached the local groundwater, and the contamination plume, currently over 400 meters long, is moving towards surface waters, thus putting at risk external receptors. The aquifer is shallow, has low hydraulic conductivity and a flow velocity of less than 20 meters per year. Water temperature is 25 - 30℃. The remediation concept for the contaminated groundwater has been designed to ensure the protection of the surface water receptors, and consists of two hydraulic barriers that intercept the front end of the plume. Monitoring data available from a period of more than 10 years for phenol in groundwater show clear evidence for the existence of significant natural attenuation processes which are responsible for a dynamic equilibrium of this contaminant in the groundwater. As for the MTBE concentrations, monitoring data have only been collected over the last two years and indicate a slower plume movement than predicted from the mathematical modeling with no decay factor. Detailed studies of groundwater chemistry along the contaminant flow path supplied further evidence of the existence of considerable degradation of MTBE, presence of aerobic bacteria, depletion of dissolved oxygen in the source zone of the plume and slightly increasing concentrations towards the fringe zone, increasing concentrations of specific MTBE degradation products such as TBA over the flow path, and reduction of total contained MTBE mass in the groundwater over time. A half-life of approximately 2.5 years for the decay of MTBE was obtained. This value is consistent with the values obtained in laboratory and pilot tests as reported in the literature. The reactions responsible for the MTBE degradation required presence of oxygen. In order to maintain and enhance the rates of intrinsic bio-degradation observed at this site, complementary remediation technologies, such as advanced oxidation, were considered as promising tools to speed up the operational time for achieving the established remediation and clean-up goals.
机译:在巴西东南部的一个以前的工业垃圾填埋场,苯酚和MTBE一直渗入土壤直到1989年。两种污染物的浓度都达到了当地地下水的水平,目前超过400米长的污染羽流正在向地表水移动,因此处于外部受体的危险中。含水层较浅,水力传导率低,每年的流速小于20米。水温为25-30℃。污染地下水的修复概念旨在确保对地表水接收器的保护,并包括两个截断烟羽前端的水力屏障。十年来对地下水中苯酚的监测数据清楚地表明存在着明显的自然衰减过程,这些过程导致了地下水中这种污染物的动态平衡。至于MTBE浓度,监测数据仅在最近两年中收集,表明羽流运动比没有衰减因子的数学模型预测的慢。沿污染物流路对地下水化学进行的详细研究提供了进一步的证据,证明存在MTBE的严重降解,好氧细菌的存在,羽流源区中溶解氧的耗竭以及流向边缘区的浓度略有增加,特定的MTBE降解产物,例如流动路径上的TBA,以及随着时间的流逝,地下水中MTBE总量的减少。对于MTBE的衰变,获得了约2。5年的半衰期。该值与文献报道的在实验室和中试中获得的值一致。导致MTBE降解的反应需要存在氧气。为了维持和提高在此站点上观察到的固有生物降解速率,互补的修复技术(例如高级氧化)被认为是有希望的工具,可以加快实现既定修复和清理目标的操作时间。

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