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Evolution characteristics of remediation process of secondary contaminant sources of low-permeability lens driven by circulating well

含水层 磁导率 地下水 多物理 阶段(地层学) 平流 生物降解 环境科学 吸附 环境修复 土壤科学 环境工程 污染 化学 岩土工程 地质学 热力学 有限元法 生态学 物理 生物 生物化学 古生物学 有机化学
作者
Shen Feng,Dawei Cheng,Hongbin Zhan,Shengke Yang,Xiaohong Zhao,Haoying Jin,Lin Zhang
出处
期刊:Journal of Hydrology [Elsevier BV]
卷期号:613: 128408-128408 被引量:4
标识
DOI:10.1016/j.jhydrol.2022.128408
摘要

In this paper, groundwater circulation well (GCW) was as used to remediate contaminant in low-permeability lens in aquifer, and a theoretical framework was constructed to describe the contaminant removal process in low-permeability lens driven by a GCW. In this theoretical framework, the evolution process of contaminant removal rate in low-permeability lens is summarized in a sequence of evolution stages in which several critical states and conditions are defined. Using oxytetracycline (OTC) as a representative contaminant, a finite-element numerical model based on COMSOL Multiphysics is established considering adsorption and biodegradation of the secondary contamination of groundwater. The theory is verified, and the parameter sensitivity analysis of the theory prioritize different factors influencing the contaminant removal process. The results are summarized as follows. The evolution process of contaminant removal rate driven by advection, hydrodynamic dispersion and adsorption includes four stages (initial stage, rising stage, falling stage and complete removal stage), and the evolution process of contaminant removal rate driven by biodegradation includes three stages (initial stage, falling stage and complete removal stage). The evolution paths of contaminant removal dominated by adsorption or biodegradation in the first stage were established, and they were divided into four categories (one-stage, two-stage, three-stage and four-stage evolution paths), totaling 22 evolution paths. Four evolution stages dominated by advection, hydrodynamic dispersion, adsorption and biodegradation were defined, and the critical states and conditions were defined. The influences of hydrodynamic parameters and solute transport parameters on evolution stage and critical moment are analyzed in details.
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