单井注抽示踪试验推估含水层中DNAPL残留量的数值分析

顾瑞婷, 施小清, 郭琼泽, 宋美钰, 徐红霞, 吴吉春. 单井注抽示踪试验推估含水层中DNAPL残留量的数值分析[J]. 水文地质工程地质, 2023, 50(4): 204-212. doi: 10.16030/j.cnki.issn.1000-3665.202208047
引用本文: 顾瑞婷, 施小清, 郭琼泽, 宋美钰, 徐红霞, 吴吉春. 单井注抽示踪试验推估含水层中DNAPL残留量的数值分析[J]. 水文地质工程地质, 2023, 50(4): 204-212. doi: 10.16030/j.cnki.issn.1000-3665.202208047
GU Ruiting, SHI Xiaoqing, GUO Qiongze, SONG Meiyu, XU Hongxia, WU Jichun. Numerical analysis for estimating residual DNAPL by single-well “push-pull” partitioning tracer tests[J]. Hydrogeology & Engineering Geology, 2023, 50(4): 204-212. doi: 10.16030/j.cnki.issn.1000-3665.202208047
Citation: GU Ruiting, SHI Xiaoqing, GUO Qiongze, SONG Meiyu, XU Hongxia, WU Jichun. Numerical analysis for estimating residual DNAPL by single-well “push-pull” partitioning tracer tests[J]. Hydrogeology & Engineering Geology, 2023, 50(4): 204-212. doi: 10.16030/j.cnki.issn.1000-3665.202208047

单井注抽示踪试验推估含水层中DNAPL残留量的数值分析

  • 基金项目: 国家自然科学基金项目(41977157)
详细信息
    作者简介: 顾瑞婷(1999-),女,硕士研究生,主要从事地下水数值模拟研究。E-mail: mg21290072@smail.nju.edu.cn
    通讯作者: 施小清(1979-),男,教授,博士,主要从事地下水数值模拟研究。E-mail: shixq@nju.edu.cn
  • 中图分类号: X523

Numerical analysis for estimating residual DNAPL by single-well “push-pull” partitioning tracer tests

More Information
  • 目前,刻画场地重非水相液体(dense non-aqueous phase liquid, DNAPL)污染常用的钻孔取样和井间分溶示踪试验方法成本高昂。相比而言,单井注抽试验节省经费,且对污染源区的扰动少,但该试验方法推估DNAPL残留量的准确性尚未得到定量验证。针对该问题,基于数值方法分析了示踪剂类型、注抽速率、污染源区结构等因素对单井注抽试验推估DNAPL残留量精度的影响。结果表明:(1)选用分溶系数比2,2-二甲基-3-戊醇(2,2-dimethyl-3-pentanol, DMP)低的己醇进行示踪,示踪剂回收更加充分,推估污染物残留量的平均精度增幅可达35.11%;(2)当注入速率从100 m3/d提高至130 m³/d、抽出速率从120 m3/d提高至150 m3/d,示踪剂接触的污染源区面积更大,均质源区对应的污染物残留量平均精度从42.45%提高到60.26%,非均质源区对应的平均精度从27.69%提高至48.72%;(3)污染源区结构复杂程度的增加会阻碍示踪剂的运移,非均质源区对应的平均精度比均质源区降低了13.15%;(4)单井注抽示踪试验更适用于离散状为主的污染源区,其平均精度比池状为主的源区增加了15.74%。单井注抽试验结合数值分析可有效推估残留非水相液体的分布,建议在DNAPL污染场地精细调查中使用,可为场地风险评估和修复方案的制定提供参考。

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  • 图 1  单井注抽示踪过程概念示意图[20, 21]

    Figure 1. 

    图 2  概念模型示意图

    Figure 2. 

    图 3  污染源区算例1~4的PCE饱和度分布情况

    Figure 3. 

    图 4  4 个污染源区在不同情景下推估PCE残留量的精度

    Figure 4. 

    图 5  算例1和算例2在不同情景下的示踪剂穿透曲线

    Figure 5. 

    图 6  示踪30 d算例1和算例2的示踪剂浓度分布

    Figure 6. 

    图 7  试验结束算例1-情景1和算例2-情景3的示踪剂浓度分布

    Figure 7. 

    表 1  不同泄漏速率下生成的污染源区设置

    Table 1.  Cases of contaminant source zones with different leakage rates

    算例设置 污染源区结构 泄漏速率/(m3·d−1 实际残留量/m3 GTP
    算例1 均质 0.3 1.97 1.96
    算例2 非均质 0.3 2.57 2.35
    算例3 均质 0.9 3.02 0.90
    算例4 非均质 0.9 3.49 0.71
    下载: 导出CSV

    表 2  模型参数

    Table 2.  Model parameters

    研究区参数 取值
    PCE的密度/(kg·m−3 1.62
    PCE的黏滞性/(mPa·S) 0.89
    水力梯度 0.002
    孔隙度 0.34
    纵向弥散度/m 0.03
    横向弥散度/m 0.009
    DMP对PCE的分溶系数 27.5
    己醇对PCE的分溶系数 8.5
    下载: 导出CSV

    表 3  毛管压力及相对渗透率参数

    Table 3.  Capillary pressure and relative permeability parameters

    毛管压力模型
    (Brooks-Corey)
    毛管压力
    端点值
    C1 9.6 C2 19.9
    毛管压力
    指数
    λ1 −0.52 λ2 2
    相对渗透率
    模型
    (Corey-Type)
    残余饱和度 Sw 0.24 So 0.2
    端点相对
    渗透率
    Pw 0.486 Po 0.65
    相对渗透率指数 nw 2.85 no 2.7
    注:下标1和2分别表示源区生成阶段和单井注抽阶段的参数;下标w和o分别代表水相和油相。
    下载: 导出CSV

    表 4  单井注抽示踪模拟设置

    Table 4.  The setting of single-well “push-pull” tracer simulation

    模拟条件 注入阶段 抽取阶段
    注入速率
    /(m3·d−1
    注入
    天数/d
    抽取速率
    /(m3·d−1
    抽取
    天数/d
    算例1、3 情景1 100 30 120 30
    情景2 130 30 150 30
    算例2、4 情景3 100 30 120 30
    情景4 130 30 150 30
    下载: 导出CSV
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收稿日期:  2022-08-18
修回日期:  2022-09-23
刊出日期:  2023-07-15

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