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人工湿地对单氯苯和全氯乙烯的同步处理的适应。

Adaptation of a constructed wetland to simultaneous treatment of monochlorobenzene and perchloroethene.

机构信息

Department of Environmental Biotechnology, Helmholtz Centre for Environmental Research-UFZ, Leipzig, Germany.

出版信息

Int J Phytoremediation. 2011 Nov-Dec;13(10):998-1013. doi: 10.1080/15226514.2010.549860.

Abstract

Mixed groundwater contaminations by chlorinated volatile organic compounds (VOC) cause environmental hazards if contaminated groundwater discharges into surface waters and river floodplains. Constructed wetlands (CW) or engineered natural wetlands provide a promising technology for the protection of sensitive water bodies. We adapted a constructed wetland able to treat monochlorobenzene (MCB) contaminated groundwater to a mixture of MCB and tetrachloroethene (PCE), representing low and high chlorinated model VOC. Simultaneous treatment of both compounds was efficient after an adaptation time of 2 1/2 years. Removal of MCB was temporarily impaired by PCE addition, but after adaptation a MCB concentration decrease of up to 64% (55.3 micromol L(-1)) was observed. Oxygen availability in the rhizosphere was relatively low, leading to sub-optimal MCB elimination but providing also appropriate conditions for PCE dechlorination. PCE and metabolites concentration patterns indicated a very slow system adaptation. However, under steady state conditions complete removal of PCE inflow concentrations of 10-15 micromol L(-1) was achieved with negligible concentrations of chlorinated metabolites in the outflow. Recovery of total dechlorination metabolite loads corresponding to 100%, and ethene loads corresponding to 30% of the PCE inflow load provided evidence for complete reductive dechlorination, corroborated by the detection of Dehalococcoides sp.

摘要

混合地下水被氯化挥发性有机化合物(VOC)污染,如果受污染的地下水排入地表水和河流洪泛区,将对环境造成危害。人工湿地(CW)或工程化自然湿地为保护敏感水体提供了一种很有前途的技术。我们改造了一个能够处理单氯苯(MCB)污染地下水的人工湿地,使其能够处理 MCB 和四氯乙烯(PCE)的混合物,这两种物质分别代表低氯和高氯的典型 VOC。在经过 2 年半的适应期后,两种化合物的同时处理效果很好。添加 PCE 会暂时影响 MCB 的去除,但适应后,观察到 MCB 浓度下降了高达 64%(55.3 微摩尔/升)。根际的氧气供应相对较低,导致 MCB 的去除效果不理想,但也为 PCE 的脱氯提供了适当的条件。PCE 和代谢物的浓度模式表明系统适应非常缓慢。然而,在稳定状态下,完全去除了 10-15 微摩尔/升的 PCE 入流水浓度,出水中的氯化代谢物浓度可忽略不计。总脱氯代谢物负荷的恢复对应于 100%,以及 PCE 入流水负荷的乙烯负荷对应于 30%,这表明完全进行了还原脱氯,通过检测到 Dehalococcoides sp. 得到了证实。

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