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Method for screening prevention and control measures and technologies based on groundwater pollution intensity assessment

机译:基于地下水污染强度评估的防治措施与技术筛选方法

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摘要

This paper presents a system for determining the evaluation and gradation indices of groundwater pollution intensity (GPI). Considering the characteristics of the vadose zone and pollution sources, the system decides which anti-seepage measures should be implemented at the contaminated site. The pollution sources hazards (PSH) and groundwater intrinsic vulnerability (GIV) are graded by the revised Nemerow Pollution Index and an improved DRTAS model, respectively. GPI is evaluated and graded by a double-sided multi-factor coupling model, which is constructed by the matrix method. The contaminated sites are categorized as prior, ordinary, or common sites. From the GPI results, we develop guiding principles for preventing and removing pollution sources, procedural interruption and remediation, and end treatment and monitoring. Thus, we can select appropriate prevention and control technologies (PCT). To screen the technological schemes and optimize the traditional analytical hierarchy process (AHP), we adopt the technique for order preference by the similarity to ideal solution (TOPSIS) method. Our GPI approach and PCT screening are applied to three types of pollution sites: the refuse dump of a rare earth mine development project (a potential pollution source), a chromium slag dump, and a landfill (existing pollution sources). These three sites are identified as ordinary, prior, and ordinary sites, respectively. The anti-seepage materials at the refuse dump should perform as effectively as a 1.5-m-thick clay bed. The chromium slag dump should be preferentially treated by soil flushing and in situ chemical remediation. The landfill should be treated by natural attenuation technology. The proposed PCT screening approach was compared with conventional screening methods results at the three sites and proved feasible and effective. The proposed method can provide technical support for the monitoring and management of groundwater pollution in China.
机译:本文提出了一种确定地下水污染强度(GPI)评价和等级指标的系统。考虑到渗流带的特征和污染源,系统决定在受污染的地点应采取哪些防渗措施。污染源危害(PSH)和地下水固有脆弱性(GIV)分别通过修订的Nemerow污染指数和改进的DRTAS模型进行分级。 GPI通过双面多因素耦合模型进行评估和分级,该模型通过矩阵方法构建。受污染的站点被分类为先前站点,普通站点或普通站点。根据GPI的结果,我们制定了预防和消除污染源,程序中断和补救以及最终处理和监控的指导原则。因此,我们可以选择适当的预防和控制技术(PCT)。为了筛选技术方案并优化传统的层次分析法(AHP),我们采用了与理想解决方案(TOPSIS)方法相似的顺序偏好技术。我们的GPI方法和PCT筛选适用于三种类型的污染场所:稀土矿开发项目的垃圾场(潜在的污染源),铬渣场和垃圾填埋场(现有的污染源)。这三个站点分别被标识为普通站点,优先站点和普通站点。垃圾场的防渗材料应与1.5米厚的粘土床一样有效。铬渣堆放场应优先通过冲洗土壤和原位化学修复的方法进行处理。填埋场应采用自然衰减技术进行处理。将拟议的PCT筛选方法与这三个地点的常规筛选方法结果进行了比较,证明是可行和有效的。该方法可为我国地下水污染的监测与管理提供技术支持。

著录项

  • 来源
    《The Science of the Total Environment》 |2016年第1期|143-154|共12页
  • 作者单位

    College of Water Sciences, Beijing Normal University, Beijing 100875, China,Chinese Research Academy of Environmental Sciences, Beijing 100012, China,State Environmental Protection Key Laboratory of Simulation and Control of Groundwater Pollution, Beijing, 100012, China;

    College of Environment, Beijing Normal University, Beijing 100875. China,Chinese Research Academy of Environmental Sciences, Beijing 100012, China,State Environmental Protection Key Laboratory of Simulation and Control of Groundwater Pollution, Beijing, 100012, China;

    Chinese Research Academy of Environmental Sciences, Beijing 100012, China,State Environmental Protection Key Laboratory of Simulation and Control of Groundwater Pollution, Beijing, 100012, China;

    Chinese Research Academy of Environmental Sciences, Beijing 100012, China,State Environmental Protection Key Laboratory of Simulation and Control of Groundwater Pollution, Beijing, 100012, China;

    Chinese Research Academy of Environmental Sciences, Beijing 100012, China,State Environmental Protection Key Laboratory of Simulation and Control of Groundwater Pollution, Beijing, 100012, China,Lanzhou Jiaotong University, Lanzhou 730070, China;

    Chinese Research Academy of Environmental Sciences, Beijing 100012, China,State Environmental Protection Key Laboratory of Simulation and Control of Groundwater Pollution, Beijing, 100012, China;

    Guizhou Academy of Environmental Science and Designing, Guizhou 550000, China;

    School of Chemical and Environmental Engineering, Dongguan University of Technology, Dongguan, 523808, China;

    Chinese Research Academy of Environmental Sciences, Beijing 100012, China,State Environmental Protection Key Laboratory of Simulation and Control of Groundwater Pollution, Beijing, 100012, China;

    Chinese Research Academy of Environmental Sciences, Beijing 100012, China,State Environmental Protection Key Laboratory of Simulation and Control of Groundwater Pollution, Beijing, 100012, China;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Unconfined groundwater; Groundwater pollution intensity; Potential pollution sources; Existing pollution sources; Prevention and control technologies;

    机译:无限制的地下水;地下水污染强度;潜在的污染源;现有污染源;防控技术;

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