层状非均质性影响下河流对地下水的补给过程研究

吴佩鹏, 束龙仓, 李福林, 陈华伟. 层状非均质性影响下河流对地下水的补给过程研究[J]. 水文地质工程地质, 2023, 50(3): 44-53. doi: 10.16030/j.cnki.issn.1000-3665.202208065
引用本文: 吴佩鹏, 束龙仓, 李福林, 陈华伟. 层状非均质性影响下河流对地下水的补给过程研究[J]. 水文地质工程地质, 2023, 50(3): 44-53. doi: 10.16030/j.cnki.issn.1000-3665.202208065
WU Peipeng, SHU Longcang, LI Fulin, CHEN Huawei. Influence of stratified heterogeneity on the recharge from surface water to groundwater[J]. Hydrogeology & Engineering Geology, 2023, 50(3): 44-53. doi: 10.16030/j.cnki.issn.1000-3665.202208065
Citation: WU Peipeng, SHU Longcang, LI Fulin, CHEN Huawei. Influence of stratified heterogeneity on the recharge from surface water to groundwater[J]. Hydrogeology & Engineering Geology, 2023, 50(3): 44-53. doi: 10.16030/j.cnki.issn.1000-3665.202208065

层状非均质性影响下河流对地下水的补给过程研究

  • 基金项目: “一带一路”水与可持续发展科技基金项目(2020nkms05);国家自然科学基金项目(42102286);国家重点研发计划项目(2021YFC3200504)
详细信息
    作者简介: 吴佩鹏(1989-),男,博士,讲师,主要从事地下水系统理论研究。E-mail:hydrogeowu@jlu.edu.cn
    通讯作者: 束龙仓(1964-),男,博士,教授,博导,主要从事地下水资源评价与管理研究。E-mail:lcshu@hhu.edu.cn
  • 中图分类号: P641.2

Influence of stratified heterogeneity on the recharge from surface water to groundwater

More Information
  • 河流对地下水的补给过程研究是科学认识水循环规律及地下水资源可持续管理的基础。河床沉积层与其下伏潜水含水层岩性差异是河流下伏含水层的主要结构特征,也是控制河流对地下水补给过程的主要因素。为揭示含水介质分层结构特征影响下河流对地下水的补给过程,基于黄河干流河南段野外试验结果,建立了地表水地下水相互作用概念模型,并以地下水流路径为对象,精细刻画了地表水地下水的相互作用过程。结果表明:(1)河流对地下水的补给量主要受河床沉积层渗透性影响,河床沉积层厚度变化对河流向地下水的补给量影响不大。即:河床低渗透性沉积物的存在是河流向地下水补给量降低的主要原因,当河床沉积层与其下伏含水层厚度比(HS/H)由0增大为0.125时,河流向地下水补给量的减小幅度达72%。(2)与均质条件相比,河床沉积层渗透性及其厚度变化均明显改变了河水向地下水补给的水流路径及径流时间。随着河床沉积物与下伏含水层渗透系数比KU/KL的增大,河水向地下水补给的水流路径穿透深度增大,径流时间延长。(3)河流对地下水的补给量及地下水径流时间对低渗透性河床沉积层渗透系数的敏感性随渗透系数的减小而增大,同时,地下水径流时间对低渗透性河床沉积层的厚度变化较为敏感,且随着厚度的增大,敏感性增强。研究成果可为地下水资源管理及可持续开发提供参考依据。

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  • 图 1  试验断面位置图

    Figure 1. 

    图 2  竖管试验原理图

    Figure 2. 

    图 3  黄河下游地表水地下水相互作用数值模拟的概念模型

    Figure 3. 

    图 4  河床沉积物的渗透系数、厚度变化条件下地表水地下水转化量变化规律

    Figure 4. 

    图 5  河床沉积物渗透系数变化条件下地表水地下水转化路径及相应径流时间

    Figure 5. 

    图 6  河床沉积物厚度变化条件下地表水地下水转化路径及径流时间

    Figure 6. 

    图 7  河床沉积物的渗透系数、厚度变化条件下地表水地下水转化的径流时间变化规律

    Figure 7. 

    图 8  地表水地下水转化量及地下水径流时间对河床沉积物渗透系数变化的敏感性

    Figure 8. 

    图 9  地表水地下水转化量及地下水径流时间对河床沉积物厚度变化的敏感性

    Figure 9. 

    表 1  不同试验断面不同点位渗透系数竖管试验结果

    Table 1.  Standpipe test results of hydraulic conductivity at different points in different test sections /(m·d−1

    断面测点编号1测点编号2测点编号3测点编号4测点编号5测点编号6
    桃花峪4.5002.8003.4000.0146.0002.400
    4.8002.7003.8000.0105.8002.100
    4.0001.8003.0000.0124.9002.500
    3.4002.0004.0000.0096.4001.800
    平均值4.1752.3253.5500.0115.7752.200
    花园口2.4001.7802.5302.1801.7200.240
    2.1401.6902.3202.9800.9800.190
    1.9802.0102.5102.5701.5400.540
    2.0701.7501.8901.6901.2100.810
    平均值2.1481.8082.3132.3551.3630.445
    柳园口1.5700.0210.1400.0011.2100.850
    1.2800.0090.0090.0011.0800.940
    1.3700.0210.0140.0050.9700.090
    2.1500.0500.0210.0080.5200.120
    平均值1.5930.0250.0460.0040.9450.500
    下载: 导出CSV
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出版历程
收稿日期:  2022-08-15
修回日期:  2022-10-18
刊出日期:  2023-05-15

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