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再生水受纳河流自然入渗过程中B(a)P对浅层地下水的影响预测

任杰 马伟芳

任杰,马伟芳.再生水受纳河流自然入渗过程中B(a)P对浅层地下水的影响预测[J].环境工程技术学报,2023,13(3):1061-1069 doi: 10.12153/j.issn.1674-991X.20220832
引用本文: 任杰,马伟芳.再生水受纳河流自然入渗过程中B(a)P对浅层地下水的影响预测[J].环境工程技术学报,2023,13(3):1061-1069 doi: 10.12153/j.issn.1674-991X.20220832
REN J,MA W F.Prediction of the impact of benzo(a)pyrene on shallow groundwater during natural infiltration of reclaimed water-receiving rivers[J].Journal of Environmental Engineering Technology,2023,13(3):1061-1069 doi: 10.12153/j.issn.1674-991X.20220832
Citation: REN J,MA W F.Prediction of the impact of benzo(a)pyrene on shallow groundwater during natural infiltration of reclaimed water-receiving rivers[J].Journal of Environmental Engineering Technology,2023,13(3):1061-1069 doi: 10.12153/j.issn.1674-991X.20220832

再生水受纳河流自然入渗过程中B(a)P对浅层地下水的影响预测

doi: 10.12153/j.issn.1674-991X.20220832
基金项目: 国家自然科学基金项目(51678052)
详细信息
    作者简介:

    任杰(1995—),男,硕士研究生,主要从事土壤-地下水污染治理研究,1304463137@qq.com

    通讯作者:

    马伟芳(1973—),女,教授,主要从事流域生态修复和污染场地修复等研究,mprggy@163.com

  • 中图分类号: X824

Prediction of the impact of benzo(a)pyrene on shallow groundwater during natural infiltration of reclaimed water-receiving rivers

  • 摘要:

    在调查和监测再生水受纳河流凉水河中苯并芘〔B(a)P〕浓度的基础上,利用Hydrus-1D耦合GMS模型研究B(a)P的时空分布和迁移演变,预测再生水受纳河流对地下水水质的影响。结果表明:B(a)P在包气带的垂直入渗率为0.102 m−1,仅为水运移的0.73%。由于吸附和生物降解作用,B(a)P穿透16 m深的包气带时间约为63年,其中吸附和生物降解的贡献率分别为78.4%和19.3%。当B(a)P与地下水相交,受地下水流的推动,B(a)P的迁移以地下水流方向迁移为主。B(a)P在地下水中沿地下水流方向的迁移速率为6.65 m/a,分别为垂直地下水流方向和垂向迁移速率的2.42倍和16.22倍。时空分布表明,地下水中B(a)P浓度随与河流距离的增加而降低,其在平行地下水流方向、垂直地下水流方向和垂向的衰减率常数分别为1.19×10−4、3.05×10−4和3.67×10−3 m−1,与迁移率呈负相关。然而,地下水中B(a)P浓度随入渗时间的延长而增加,积累率为7.3×10−2 d−1。B(a)P的迁移和积累对以地下水为饮用水的沿岸居民造成潜在的危害,导致地下水安全利用范围在20年内将从平行地下水流方向、垂直地下水流方向和垂向的438、276和19.8 m分别缩减至568、324和27.7 m。

     

  • 图  1  研究区域及采样点分布

    Figure  1.  Study area and distrubution of sampling sites

    图  2  地下水流模型边界条件

    Figure  2.  Groundwater flow model boundary condition

    图  3  2016—2020年的月平均降水量和蒸发量

    Figure  3.  Monthly average precipitation and evapotranspiration from 2016 to 2020

    图  4  凉水河中B(a)P的时空分布

    Figure  4.  Temporal and spatial distribution of B(a)P in Liangshui River

    图  5  Hydrus-1D对B(a)P在包气带中长期迁移结果模拟

    Figure  5.  Hydrus-1D simulation results of long-term migration of B(a)P in vadose zone

    图  6  2016—2020年非稳定流模型校准结果

    Figure  6.  Unsteady model calibration results from 2016 to 2020

    图  7  2020年地下水位实测值与预测值之间相关性

    Figure  7.  Correlation between measured and predicted groundwater levels in 2020

    图  8  地下水中B(a)P浓度模拟值与实测值对比

    Figure  8.  Comparison of simulated and observed B(a)P concentrations in groundwater

    图  9  地下水中B(a)P浓度的时空分布预测

    Figure  9.  Predicted spatiotemporal distribution of B(a)P concentration in groundwater

    表  1  Hydrus-1D模型参数

    Table  1.   Hydrus-1D model parameters

    类别土壤理化性质溶质运移参数
    θs/%θr/%αnK/(cm/d)Iρ/(g/cm3)DwKd
    壤土0.470.0240.0361.5114.070.52.424.1687.6
      注:θs为饱和含水率;θr为残余含水率;n为土壤保水参数;I为土壤水力传导系数的经验参数;Kd为污染物在固相和液相中的平衡浓度之比。
    下载: 导出CSV
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