新水情影响下华北平原深层地下水水平衡演变与更新能力分析

杨会峰, 李泽岩, 孟瑞芳, 白华, 宋博, 郭伟, 包锡麟. 新水情影响下华北平原深层地下水水平衡演变与更新能力分析[J]. 水文地质工程地质, 2025, 52(3): 28-42. doi: 10.16030/j.cnki.issn.1000-3665.202409073
引用本文: 杨会峰, 李泽岩, 孟瑞芳, 白华, 宋博, 郭伟, 包锡麟. 新水情影响下华北平原深层地下水水平衡演变与更新能力分析[J]. 水文地质工程地质, 2025, 52(3): 28-42. doi: 10.16030/j.cnki.issn.1000-3665.202409073
YANG Huifeng, LI Zeyan, MENG Ruifang, BAI Hua, SONG Bo, GUO Wei, BAO Xilin. Evolution of deep groundwater balance and renewability analysis in the North China Plain under new hydrological conditions[J]. Hydrogeology & Engineering Geology, 2025, 52(3): 28-42. doi: 10.16030/j.cnki.issn.1000-3665.202409073
Citation: YANG Huifeng, LI Zeyan, MENG Ruifang, BAI Hua, SONG Bo, GUO Wei, BAO Xilin. Evolution of deep groundwater balance and renewability analysis in the North China Plain under new hydrological conditions[J]. Hydrogeology & Engineering Geology, 2025, 52(3): 28-42. doi: 10.16030/j.cnki.issn.1000-3665.202409073

新水情影响下华北平原深层地下水水平衡演变与更新能力分析

  • 基金项目: 国家自然科学基金地质联合基金项目(U2244214);中国地质调查局地质调查项目(DD20230078;DD20221752);河北省创新能力提升计划高水平人才团队建设专项(225A4204D)
详细信息
    作者简介: 杨会峰(1977—),男,博士,正高级工程师,主要从事水平衡研究与水资源评价区划。E-mail:yanghuifeng@mail.cgs.gov.cn
    通讯作者: 李泽岩(1993—),女,硕士,助理研究员,主要从事水资源评价相关工作。E-mail:lizeyan@mail.cgs.gov.cn
  • 中图分类号: P641.6

Evolution of deep groundwater balance and renewability analysis in the North China Plain under new hydrological conditions

More Information
  • 地下水是支撑华北平原社会经济发展的重要供水水源,深层地下水长期超采、水头大幅度下降,引发系列生态环境地质问题。2015年以来,南水北调、地下水超采综合治理和连续强降水等新水情通过置换水源、农业节水以及强降水灌溉农业等方式减少了华北平原深层地下水开采量,深层地下水水平衡发生显著变化。基于深层地下水区域水平衡分析方法,探讨了水平衡关键指标变化特征,分析了新水情对深层地下水平衡的影响效应。利用14C年龄、中更新统岩相古地理分布特征2个地质背景指标和渗透系数、水力梯度、深浅层水头差以及越流系数4个水力评价指标对深层地下水更新能力进行综合评价。基于地下水降落漏斗修复和地面沉降防控,识别地下水水头恢复阈值,科学评价深层地下水可利用量。结果表明:与2005年相比,在新水情影响下,2020年深层地下水渗流速度显著增大,侧向补给量增加0.25×108 m3,越流补给量增加0.88×108 m3,中东部深层地下水水头仍处于下降状态是主要原因;地下水年均开采量减少1.41×108 m3,地下水年度储量减少量由12.29×108 m3变为9.70×108 m3;从空间分析,西部山前较大的渗透系数使得其更新性好于中东部,从时间分析,开采量的变化使得垂向越流通量和水平侧向径流的组成及数量发生了变化,2020年深层地下水更新能力较2005年总体增强;深层地下水可利用量为8.52×108 m3/a,主要分布于山前平原的中更新统冲洪积扇区。依据深层地下水补径排条件、开发利用程度差异,以不同水文地质单元开展水平衡演变分析,2015年以来深层地下水失衡状况得到缓解,但尚未得到根本扭转。研究结果对认识北方平原区深层地下水循环规律和可持续开发利用等方面具有借鉴意义。

  • 加载中
  • 图 1  地下水循环示意图

    Figure 1. 

    图 2  深层地下水渗流速度

    Figure 2. 

    图 3  深层地下水补给来源与比例

    Figure 3. 

    图 4  2020年地下水越流模数

    Figure 4. 

    图 5  深层地下水开采量与储量变化

    Figure 5. 

    图 6  石家庄—蠡县—天津剖面地下水δ18O分布图

    Figure 6. 

    图 7  石家庄—衡水—黄骅剖面地下水14C年龄分布图

    Figure 7. 

    图 8  深层地下水更新能力综合评价

    Figure 8. 

    表 1  更新能力综合评价指标

    Table 1.  Evaluation index of groundwater renewability

    一级评价指标 二级评价指标 好(5) 较好(4) 一般(3) 较差(2) 差(1)
    水力指标 水力梯度 0.0010 0.0007~<0.0010 0.00035~<0.0007 0.00018~<0.00035 <0.00018
    渗透系数/(m·d−1 ≥35.0 15.0~<35.0 7.5~<15.0 2.5~<7.5 <2.5
    深浅层水头差/m ≥70 50~<70 35~<50 15~<35 <15
    越流系数 ≥2.54×10−6 9.92×10−7~<2.54×10−6 4.50×10−7~<9.92×10−7 6.20×10−8~<4.50×10−7 <6.20×10−8
    地质背景指标 14C年龄/ka <6 6~<14 14~<18 18~<22 ≥22
    中更新统岩相古
    地理分布特征
    冲洪积扇 中部平原河道带 中部泛滥平原 滨海平原河道带、
    冲洪积扇内部阶地
    滨海泛滥平原、
    湖泊及洼地
    下载: 导出CSV

    表 2  综合评价指标体系权重

    Table 2.  Weight of evaluation index

    指标 权重
    水力梯度 0.17
    渗透系数 0.35
    深浅层水头差 0.12
    越流系数 0.16
    14C年龄 0.07
    中更新统岩相古地理分布特征 0.13
    下载: 导出CSV

    表 3  不同时间不同单元地下水平均渗流速度

    Table 3.  Average seepage velocity of different unit

    年份 渗流速度/(m·d−1
    山前 中部 滨海 全区
    1980 0.0135 0.0026 0.0025 0.0046
    2005 0.0194 0.0063 0.0050 0.0085
    2014 0.0216 0.0061 0.0043 0.0088
    2020 0.0298 0.0091 0.0070 0.0127
    下载: 导出CSV

    表 4  深层地下水更新能力评价分区面积变化

    Table 4.  Area changes in renewability evaluation of deep groundwater

    分区类型面积/km2百分比/%
    2005年2020年变化量
    好区1084819459861179.38
    较好区13243100413202−24.18
    一般区3359739682608518.11
    较差区41620337857835−18.83
    差区19585159263659−18.68
    下载: 导出CSV

    表 5  深层水水平衡分析

    Table 5.  Analysis of deep groundwater balance /(108 m3·a−1

    评价
    分区
    水平衡
    分析项
    1980—2005年 2006—2014年 2015—2020年
    山前
    平原
    补给量5.686.447.78
    排泄量8.7111.4810.26
    储变量−3.28−4.01−2.69
    中部
    平原
    补给量9.1312.629.04
    排泄量15.9625.2419.33
    储变量−7.03−11.28−9.97
    滨海
    平原
    补给量2.293.082.4
    排泄量4.476.044.27
    储变量−1.98−3.68−2.49
    连片
    漏斗区
    补给量4.014.293.93
    排泄量7.8810.058.01
    储变量−3.65−6.15−4.11
    下载: 导出CSV
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收稿日期:  2024-09-08
修回日期:  2024-12-17
刊出日期:  2025-05-15

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