保定平原区地下水生态水位阈值的探讨

靳博文, 王文科, 段磊, 马稚桐, 王一, 黄鑫慧. 保定平原区地下水生态水位阈值的探讨[J]. 水文地质工程地质, 2022, 49(5): 166-175. doi: 10.16030/j.cnki.issn.1000-3665.202112020
引用本文: 靳博文, 王文科, 段磊, 马稚桐, 王一, 黄鑫慧. 保定平原区地下水生态水位阈值的探讨[J]. 水文地质工程地质, 2022, 49(5): 166-175. doi: 10.16030/j.cnki.issn.1000-3665.202112020
JIN Bowen, WANG Wenke, DUAN Lei, MA Zhitong, WANG Yi, HUANG Xinhui. Discussion on ecological water level threshold of groundwater in Baoding Plain area[J]. Hydrogeology & Engineering Geology, 2022, 49(5): 166-175. doi: 10.16030/j.cnki.issn.1000-3665.202112020
Citation: JIN Bowen, WANG Wenke, DUAN Lei, MA Zhitong, WANG Yi, HUANG Xinhui. Discussion on ecological water level threshold of groundwater in Baoding Plain area[J]. Hydrogeology & Engineering Geology, 2022, 49(5): 166-175. doi: 10.16030/j.cnki.issn.1000-3665.202112020

保定平原区地下水生态水位阈值的探讨

  • 基金项目: 国家重点研发计划项目(2018YFC0406504)
详细信息
    作者简介: 靳博文(1997-),男,硕士研究生,主要从事地下水生态恢复研究。E-mail:gkydxbl@163.com
    通讯作者: 王文科(1962-),男,博士,教授,主要从事旱区地下水文过程与生态效应研究。E-mail:wenkew@chd.edu.cn
  • 中图分类号: P641.1

Discussion on ecological water level threshold of groundwater in Baoding Plain area

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  • 地下水具有重要的生态价值,地下水生态系统中的地下水位、水质和包气带含水率与含盐量的变化驱动着表生生态格局的演变,但目前对各变量的生态阈值研究尚处于起步阶段,理论与方法体系还不完善。以保定平原区为例,采用地下水位及地下水生态环境的历史回归法、GIS法、差分网格计算法等方法,从时空角度分析了地下水位变化的驱动力以及生态效应,在此基础上确定不同水文地质单元的生态水位阈值。研究表明:(1)20世纪50—60年代,研究区依赖于地下水的生态格局基本维持着天然状态;1959—2000年,地下水位持续下降,局部地段出现降落漏斗;2000—2008年,地下水位骤降,降落漏斗迅速扩张,地下水与地表水补排关系发生变异;2008年至今,部分区域地下水位逐渐上升。(2)研究区内山前地带地下水生态水位埋深为10~15 m,拒马河冲洪积扇群与漕河—瀑河冲洪积扇群为5~10 m,唐河—大沙河冲洪积扇群为3~5 m,冲积平原中定州—望都范围为3~5 m,保定市为10~15 m,其余均为5~10 m,冲湖积平原环淀区域小于3 m。(3)以确定的地下水生态水位为标准,初步估算研究区现状地下水位恢复至生态水位的需水量为57.14×108 m3。研究成果对恢复当地地下水生态环境格局有重要意义,对华北平原地下水生态水位的确定也具有借鉴意义。

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  • 图 1  研究区地理位置及计算单元划分

    Figure 1. 

    图 2  研究区2—2’水文地质剖面图(据文献[28]修改)

    Figure 2. 

    图 3  不同水文地质单元年际地下水位动态

    Figure 3. 

    图 4  研究区多年地下水位剖面图

    Figure 4. 

    图 5  历年降水量与地下水位埋深关系图

    Figure 5. 

    图 6  2001—2020年地下水开采量与地下水位埋深图

    Figure 6. 

    图 7  1959—2020年地下水位与降落漏斗演变趋势图

    Figure 7. 

    图 8  研究区多年地下水流场演化图(据文献[2728]修改)

    Figure 8. 

    图 9  研究区生态地下水位与埋深关系图

    Figure 9. 

    图 10  浅层地下水生态补水量计算分区

    Figure 10. 

    表 1  浅层地下水生态补水量计算结果

    Table 1.  Calculation results of ecological recharge of shallow groundwater

    水文地质单元计算面积
    /km2
    现状地下水位
    /m
    地下水生态水位
    /m
    水位变差
    /m
    给水度地下水生态补水量
    /(108 m3
    山前冲洪积平原(I)拒马河冲洪积扇群(I11 455.5620.9026.405.500.092.37
    漕河—瀑河冲洪积扇群(I21 250.3210.1026.2016.100.095.50
    唐河—大沙河冲洪积扇群(I33 092.9014.7038.1023.400.1228.00
    冲积平原+冲湖积平原(II)4 790.33−7.809.4017.200.0821.26
    下载: 导出CSV
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收稿日期:  2021-12-09
修回日期:  2022-03-28
刊出日期:  2022-09-15

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