华北平原地下水位驱动下的地面沉降现状与研究展望

郭海朋, 李文鹏, 王丽亚, 陈晔, 臧西胜, 王云龙, 朱菊艳, 卞跃跃. 华北平原地下水位驱动下的地面沉降现状与研究展望[J]. 水文地质工程地质, 2021, 48(3): 162-171. doi: 10.16030/j.cnki.issn.1000-3665.202012037
引用本文: 郭海朋, 李文鹏, 王丽亚, 陈晔, 臧西胜, 王云龙, 朱菊艳, 卞跃跃. 华北平原地下水位驱动下的地面沉降现状与研究展望[J]. 水文地质工程地质, 2021, 48(3): 162-171. doi: 10.16030/j.cnki.issn.1000-3665.202012037
GUO Haipeng, LI Wenpeng, WANG Liya, CHEN Ye, ZANG Xisheng, WANG Yunlong, ZHU Juyan, BIAN Yueyue. Present situation and research prospects of the land subsidence driven by groundwater levels in the North China Plain[J]. Hydrogeology & Engineering Geology, 2021, 48(3): 162-171. doi: 10.16030/j.cnki.issn.1000-3665.202012037
Citation: GUO Haipeng, LI Wenpeng, WANG Liya, CHEN Ye, ZANG Xisheng, WANG Yunlong, ZHU Juyan, BIAN Yueyue. Present situation and research prospects of the land subsidence driven by groundwater levels in the North China Plain[J]. Hydrogeology & Engineering Geology, 2021, 48(3): 162-171. doi: 10.16030/j.cnki.issn.1000-3665.202012037

华北平原地下水位驱动下的地面沉降现状与研究展望

  • 基金项目: 国家自然科学基金项目(41877294);中国地质调查局地质调查项目(DD20190679;DD20160235);京津冀平原地下水与地面沉降野外科学观测研究站资助项目
详细信息
    作者简介: 郭海朋(1979-),男,博士,教授级高级工程师,主要从事水文地质、环境地质研究工作。E-mail: guohaipeng@mail.cgs.gov.cn
  • 中图分类号: P642.26

Present situation and research prospects of the land subsidence driven by groundwater levels in the North China Plain

  • 华北平原年地面沉降量大于50 mm的严重区面积超过全国总量的80%,防治形势严峻,需要开展有针对性的研究,为有效防控地面沉降提供科学依据。华北平原建立了较完善的地面沉降监测网络,基本掌握了地面沉降现状及演化规律,但受华北平原含水层系统影响因素复杂与时空变化大等因素制约,对地下水位变化驱动下的土层变形特征及其机制研究迄今仍比较薄弱,限制了对地面沉降发展趋势的科学研判和预测预警。在总结国内外地面沉降研究进展、基于高时空分辨率监测数据分析华北平原地面沉降现状和发展趋势的基础上,提出了地下水位变化影响下的地面沉降研究方向。目前,华北平原地面沉降出现减缓态势,天津、沧州、衡水等重点城市主城区地面沉降得到有效控制,但华北平原尤其是河北平原地面沉降总体上仍然处于较快发展阶段,主要原因是农业灌区地下水开采得不到有效控制。未来华北平原地面沉降研究应聚焦地面沉降机理和预测预警、地下水位回升驱动下的土层变形规律及其对环境的影响、地面沉降区地下水资源属性及地热开发与地面沉降关系等方面。

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  • 图 1  京津冀平原主要浅层和深层地下水漏斗以及累计沉降量较大地区(大于50 cm)分布图

    Figure 1. 

    图 2  京津冀平原地面沉降现状发育程度分区图

    Figure 2. 

    图 3  北京、天津和河北平原地面沉降严重区面积占各省(市)平原区面积比例(2012—2019年)

    Figure 3. 

    图 4  北京平原地面沉降严重区、地下水漏斗面积占平原区总面积比例与平均水位埋深(2012—2019年)

    Figure 4. 

    图 5  沧州市区各压缩层累计变形随时间变化曲线(2019年)

    Figure 5. 

    图 6  地下水位变化驱动下土层变形规律研究思路

    Figure 6. 

    表 1  地面沉降现状发育程度评价标准

    Table 1.  Evaluation standard of the development of land subsidence

    分级
    累计沉降量/mm >1500 500~1500 <500
    沉降速率/(mm·a−1 >50 30~50 <30
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收稿日期:  2020-12-16
修回日期:  2021-02-27
刊出日期:  2021-05-15

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