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DNAPL场地污染通量升尺度预测的敏感性分析

宋美钰 施小清 康学远 吴吉春

宋美钰, 施小清, 康学远, 吴吉春. DNAPL场地污染通量升尺度预测的敏感性分析[J]. 地质科技通报, 2023, 42(2): 327-335. doi: 10.19509/j.cnki.dzkq.tb20220262
引用本文: 宋美钰, 施小清, 康学远, 吴吉春. DNAPL场地污染通量升尺度预测的敏感性分析[J]. 地质科技通报, 2023, 42(2): 327-335. doi: 10.19509/j.cnki.dzkq.tb20220262
Song Meiyu, Shi Xiaoqing, Kang Xueyuan, Wu Jichun. Sensitivity analysis of upscaling prediction of the mass flux at DNAPL contaminated sites[J]. Bulletin of Geological Science and Technology, 2023, 42(2): 327-335. doi: 10.19509/j.cnki.dzkq.tb20220262
Citation: Song Meiyu, Shi Xiaoqing, Kang Xueyuan, Wu Jichun. Sensitivity analysis of upscaling prediction of the mass flux at DNAPL contaminated sites[J]. Bulletin of Geological Science and Technology, 2023, 42(2): 327-335. doi: 10.19509/j.cnki.dzkq.tb20220262

DNAPL场地污染通量升尺度预测的敏感性分析

doi: 10.19509/j.cnki.dzkq.tb20220262
基金项目: 

国家重点研发计划项目 2018YFC1800604

国家自然科学基金项目 41977157

详细信息
    作者简介:

    宋美钰(1998—),女,现正攻读水文学与水资源专业硕士学位,主要从事地下水数值模拟研究工作。E-mail: songmeiyu@smail.nju.edu.cn

    通讯作者:

    施小清(1979—),男,教授,主要从事地下水流数值模拟研究工作。E-mail: shixq@nju.edu.cn

  • 中图分类号: X141

Sensitivity analysis of upscaling prediction of the mass flux at DNAPL contaminated sites

  • 摘要:

    重非水相液体(DNAPL)污染问题日益严重。为评估DNAPL污染场地的环境风险, 常采用升尺度模型推估DNAPL污染源区溶解相的质量通量(溶解通量)。由于升尺度模型中的参数较多, 调查成本较高, 因此需筛选模型中的关键参数, 指导实际污染场地设计合理的观测数据采集方案。首先对升尺度模型中6个参数(地下水平均流速q、标准化浓度C0/Ceq、离散状DNAPL质量比例GF0、初始时刻离散状DNAPL贡献的通量比例fg、拟合参数β1β2)开展全局敏感性分析, 识别其中关键参数, 进而采用局部敏感性分析定量化关键参数的变化对通量预测的影响。研究结果表明, 参数q、C0/CeqGF0fg对通量预测有较大影响。qC0/Ceq在整个衰减过程中敏感性均相对较高, GF0fg随着衰减过程的进行, 敏感性不断增高, 分别在衰减中后期和后期达到峰值; 对于不同结构的污染源区, qC0/Ceq增大时, 通量的增幅基本不变。随着污染源区中离散状DNAPL和池状DNAPL间的质量比例(GTP)增大, GF0fg增大时, 其对通量预测的影响不断增大或减小。因此在预测溶解通量时需将调查成本重点应用于qC0/Ceq; 在合理设计污染源区修复方案时, 应重点调查GF0; 在预测污染源区寿命时, fg为重要调查对象; 对于所有结构的污染源区, qC0/Ceq均为重要调查对象, 对于GTP较大的污染源区, 应将调查成本重点应用于GF0, 对于GTP较小的污染源区, 应重点调查fg

     

  • 图 1  污染通量的升尺度预测[12]

    Figure 1.  Upscaling prediction of the mass flux

    图 2  算例渗透场(a)、饱和度(b)及污染羽(c)分布

    Figure 2.  Examples of infiltration field (a), saturation (b) and contamination plume (c) distribution

    图 3  Morris法敏感性分析平均结果

    Figure 3.  Average results of Morris method sensitivity analysis

    图 4  Morris法敏感性分析结果时变曲线

    Figure 4.  Time-varying curves of the results obtained from the Morris method sensitivity analysis

    图 5  Sobol法敏感性分析结果

    Figure 5.  Results of Sobol method sensitivity analysis

    图 6  参数q变化时(a)以及参数C0/Ceq变化时(b)通量的95%置信区间

    Figure 6.  95% confidence interval of the mass flux with changes in q (a), and with changes in C0/Ceq (b)

    图 7  参数GF0变化时(a)以及参数fg变化时(b)通量的95%置信区间

    Figure 7.  95% confidence interval of the mass fluxwith changes in GF0 (a), and with changes in fg (b)

    图 8  参数增加5%时通量的平均增幅

    Figure 8.  Average increase in flux for a 5% increase in parameters

    表  1  模型参数设置

    Table  1.   Setting of the model input parameters

    参数 取值
    研究区范围/m 50×25×15
    网格尺寸/m 1×1×1
    观测断面位置/m x=50
    生成参考场的地质参数
    lnKi的协方差函数 q(x, x′)=σKi2exp(-|xx′|/I2)
    lnKi的相关长度/m Ix, Iy, Iz=18, 6.25, 1
    lnKi的方差 σlnKi2=2.0
    lnKi的均值/ln(m·s-1) μlnKi=-8.0
    平均粒径/μm 295
    流体性质 DNAPL
    密度/(kg·m-3) 1 000 1 496
    黏滞性/(Pa·s) 0.001 0.000 89
    DNAPL污染源区
    泄露位置/m (25, 12.5, 0.5)
    DNAPL类型 三氯乙烯
    DNAPL的残余饱和度 0.20
    Brooks-Corey模型参数λ 2
    DNAPL的总质量/kg 2 000
    泄露速率/(m3·s-1) 5×10-20~5×10-4
    GTP 1.1~36.5
    运移参数
    水力梯度 0.01
    孔隙度/% 30
    纵向弥散度/m 0.5
    横向弥散度/m 0.05
    分子扩散系数/(cm2·s-1) 1.6×10-5
    下载: 导出CSV

    表  2  模型参数范围设置

    Table  2.   Setting of the range of model parameters

    参数 参数范围 概率分布 参数选取依据
    lg(C0/Ceq) -3.70~0 均匀分布 《地下水质量标准》Ⅳ类水标准[35]、三氯乙烯在水中的溶解度
    fg 0.01~0.99 均匀分布 参数的物理意义[15]
    GF0 0.01~0.99 均匀分布 参数的物理意义[15]
    lg(q)/(m·d-1) -2~1 均匀分布 常见的场地地下水流速范围[36]
    lg(β1) -1~0.48 均匀分布 Parker等的相关研究[15, 18, 37]
    β2 0.1~0.5 均匀分布 Parker等的相关研究[15, 18, 37]
    下载: 导出CSV
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  • 收稿日期:  2022-06-07

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