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地下水修复的技术不可达性及美国管理对策对我国的启示

张丽娜 姜林 贾晓洋 夏天翔 梁竞 朱笑盈 刘文晓

张丽娜, 姜林, 贾晓洋, 夏天翔, 梁竞, 朱笑盈, 刘文晓. 地下水修复的技术不可达性及美国管理对策对我国的启示[J]. 环境科学研究, 2022, 35(5): 1120-1130. doi: 10.13198/j.issn.1001-6929.2022.02.14
引用本文: 张丽娜, 姜林, 贾晓洋, 夏天翔, 梁竞, 朱笑盈, 刘文晓. 地下水修复的技术不可达性及美国管理对策对我国的启示[J]. 环境科学研究, 2022, 35(5): 1120-1130. doi: 10.13198/j.issn.1001-6929.2022.02.14
ZHANG Lina, JIANG Lin, JIA Xiaoyang, XIA Tianxiang, LIANG Jing, ZHU Xiaoying, LIU Wenxiao. Technical Impracticability of Groundwater Remediation and Management Countermeasures in the USA and Lessons Learned for China[J]. Research of Environmental Sciences, 2022, 35(5): 1120-1130. doi: 10.13198/j.issn.1001-6929.2022.02.14
Citation: ZHANG Lina, JIANG Lin, JIA Xiaoyang, XIA Tianxiang, LIANG Jing, ZHU Xiaoying, LIU Wenxiao. Technical Impracticability of Groundwater Remediation and Management Countermeasures in the USA and Lessons Learned for China[J]. Research of Environmental Sciences, 2022, 35(5): 1120-1130. doi: 10.13198/j.issn.1001-6929.2022.02.14

地下水修复的技术不可达性及美国管理对策对我国的启示

doi: 10.13198/j.issn.1001-6929.2022.02.14
基金项目: 国家重点研发计划项目(No.2018YFC1801401, 2020YFC1807502)
详细信息
    作者简介:

    张丽娜(1982-),女,河南焦作人,副研究员,硕士,主要从事土壤和地下水污染防治研究,zhln2011@163.com

    通讯作者:

    姜林(1964-),男,浙江长兴人,研究员,博士,主要从事污染场地调查评估、风险评估与修复技术研究,jianglin@cee.cn

  • 中图分类号: X523

Technical Impracticability of Groundwater Remediation and Management Countermeasures in the USA and Lessons Learned for China

Funds: National Key Research and Development Program of China (No.2018YFC1801401, 2020YFC1807502)
  • 摘要: 由于地下水文地质条件的非均质性、污染物环境行为的多样性、修复技术应用的局限性等原因,地下水修复过程存在较大的不确定性,导致出现修复时间和资源的消耗与修复预期不匹配等问题,对地下水修复效果评估和场地再开发利用带来压力. 美国提出了地下水修复技术不可达性的概念,推行了技术不可达豁免政策,将技术不可达评估纳入地下水修复管理程序中,并提出适应性管理、低风险结案、长期监测等一系列管理要求,以保障场地修复后的健康风险和环境风险. 我国尚未建立技术不可达情景的应对措施和技术体系,在复杂污染场地地下水修复中仍存在修复目标、修复周期、修复效果评估周期等各方面的挑战. 本文围绕地下水修复的技术不可达性,借鉴美国污染场地管理经验,提出了修复技术不可达情景下的应对策略,包括建立修复过程跟踪管理技术体系、适时开展残留污染物风险评估、严格落实污染场地后期管理等建议,以期为保障修复后场地再开发安全利用提供理论依据和技术支撑.

     

  • 图  1  美国案例场地地下水P&T修复系统污染物去除量与运行时间和费用的关系[11]

    Figure  1.  Cumulative mass recovered versus time and costs of VOCs removed for the pump-and-treat system at case site in the USA[11]

    图  2  地下水修复轨迹示意[17]

    注:y轴表征修复效果的变量,如污染物浓度.

    Figure  2.  Schematic of possible remediation trajectories for plume behavior[17]

    图  3  美国超级基金场地各财年技术不可达豁免场地数量(1988—2017年)

    Figure  3.  Groundwater TI Waivers per Fiscal Year of EPA' Superfund from 1988 to 2017 in the USA

    图  4  美国超级基金场地地下水修复路线[25]

    Figure  4.  Recommended process for restoring contaminated groundwater at Superfund site in the USA[25]

    图  5  适应性管理在美国超级基金场地管理中的作用[30]

    注:ROD—records of decision,决策记录; RD/RA—remedial design/remedial action,修复设计/修复实施;ROD-A—record of decision amendment,决策记录修正; O&M—operation and maintenance,操作和维护;RI/FS—remedial investigation/feasibility study,修复调查/可行性研究; ESD—explanation of significant differences,重大变化解释.

    Figure  5.  Superfund remedial site management mentality under AM in the USA[30]

    图  6  低风险结案判断逻辑程序[23]

    Figure  6.  Low-risk site closure manual decision logic flow chart[23]

    图  7  超级基金地下水修复长期管理阶段示意[31]

    Figure  7.  Superfund groundwater remediation timeline[31]

    图  8  地下水修复全过程跟踪管理技术框架

    Figure  8.  Technical framework for whole-process tracking management of groundwater remediation

    图  9  国内某场地多层次修复效果评估路线

    Figure  9.  Road map of multi-level remediation results verification for a certain site in China

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  • 收稿日期:  2021-10-30
  • 修回日期:  2022-01-06
  • 网络出版日期:  2022-05-17

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