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低电导率基质中污染物的反向扩散:修复策略案例研究

Contaminant Back Diffusion from Low-Conductivity Matrices: Case Studies of Remedial Strategies.

作者信息

Blue Julie, Boving Thomas, Tuccillo Mary Ellen, Koplos Jonathan, Rose Jason, Brooks Michael, Burden David

机构信息

Eastern Research Group, Concord, MA 01742, USA.

Department Geosciences/Department Civil and Environmental Engineering, University of Rhode Island, Kingston, RI 02881, USA.

出版信息

Water (Basel). 2023 Feb 1;15(3):1-31. doi: 10.3390/w15030570.

Abstract

Recalcitrant groundwater contamination is a common problem at hazardous waste sites worldwide. Groundwater contamination persists despite decades of remediation efforts at many sites because contaminants sorbed or dissolved within low-conductivity zones can back diffuse into high-conductivity zones, and therefore act as a continuing source of contamination to flowing groundwater. A review of the available literature on remediation of plume persistence due to back diffusion was conducted, and four sites were selected as case studies. Remediation at the sites included pump and treat, enhanced bioremediation, and thermal treatment. Our review highlights that a relatively small number of sites have been studied in sufficient detail to fully evaluate remediation of back diffusion; however, three general conclusions can be made based on the review. First, it is difficult to assess the significance of back diffusion without sufficient data to distinguish between multiple factors contributing to contaminant rebound and plume persistence. Second, high-resolution vertical samples are decidedly valuable for back diffusion assessment but are generally lacking in post-treatment assessments. Third, complete contaminant mass removal from back diffusion sources may not always be possible. Partial contaminant mass removal may nonetheless have potential benefits, similar to partial mass removal from primary DNAPL source zones.

摘要

顽固性地下水污染是全球危险废物场地普遍存在的问题。尽管许多场地进行了数十年的修复工作,但地下水污染依然存在,因为吸附或溶解在低导水率区域内的污染物会反向扩散到高导水率区域,从而成为流动地下水持续的污染源。我们对因反向扩散导致羽流持久性修复的现有文献进行了综述,并选择了四个场地作为案例研究。这些场地的修复措施包括抽提处理、强化生物修复和热处理。我们的综述强调,相对较少的场地得到了足够详细的研究,以充分评估反向扩散的修复情况;然而,基于该综述可以得出三个一般性结论。第一,在没有足够数据来区分导致污染物反弹和羽流持久性的多个因素的情况下,很难评估反向扩散的重要性。第二,高分辨率垂直样本对于反向扩散评估无疑是有价值的,但在处理后评估中通常缺乏。第三,从反向扩散源完全去除污染物总量可能并不总是可行的。尽管如此,部分去除污染物总量可能具有潜在益处,类似于从主要重质非水相液体源区部分去除污染物总量的情况。

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