北京市通州区地面沉降特征与影响因素研究
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本文为中国地质调查项目(编号 DD20190251)资助的成果。


Study of the characteristics and influencing factors of land subsidence in the Tongzhou district of Beijing
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    摘要:

    受社会经济快速发展和城市规模迅速扩张,地面沉降已成为我国不少城市所面临的重要问题,严重威胁区域经济、环境和社会的协调发展。本文以北京市通州区为案例,基于2014~2018年43景Sentinel- 1A/B降轨数据,利用PS- InSAR技术,结合高精度GPS数据,开展了通州地区地面沉降特征及其影响因素研究,可为城市规划和未来发展提供科学依据。研究结果表明,InSAR与GPS结果的相关系数高达0. 98。应用水文地质和道路密度等综合数据集,结果表明研究时段内,平均地表位移速率为-101. 5~+16. 7 mm/a,其中沉降速率超过50 mm/a的城市面积为86. 6 km2,约占研究区总面积8%。影响因素分析表明,典型断面永顺镇- 永乐店镇(A—A’)和马驹桥镇- 宋庄镇东(B—B’)上沉降速率和累积沉降量曲线的梯度在副中心规划区内变化较大,最大达到41. 4 mm/(a·km),不均匀沉降现象较为严重。进一步研究发现,同深层地下水系统的水位变化相比,浅层地下水对地面沉降没有显著影响。地面沉降较为严重的区域可压缩层厚度都在100 m以上且处于不同厚度过渡带。路网密度的大小与地面沉降的严重程度呈明显的正相关关系。总的来说,影响地面沉降的主导因素为深层地下水位变化。本文研究成果可为通州地区地面沉降防控与机理方面提供理论依据和科学支撑。

    Abstract:

    In recent years, the Tongzhou district has rapidly expanded resulting in the formation of a new land subsidence center in Beijing, which seriously threatens the coordinated development of regional economy, environment, and society. An efficient and systematic study of the characteristics of land subsidence in the Tongzhou district can provide a scientific basis for urban planning. Based on the descending orbit data of 43 Sentinel- 1A/B scenes from 2014 to 2018, the paper uses the PS- InSAR technology to obtain surface deformation information, combining high- precision GPS data to verify InSAR results. The results show that InSAR results and GPS data results have a correlation coefficient of 0.98, indicating that InSAR results have a high accuracy. Combined with hydrogeology, road density, and other data, the spatial- temporal characteristics of heterogeneous land subsidence in the Tongzhou district and its response to factors were analyzed. The results showed that during the study period, the average land subsidence surface displacement rate was -101.5~+16.7 mm/a, and the area with land subsidence rate over 50 mm/a was 86. 6 km2, accounting for 8% of the total area. The gradient of land subsidence rate and cumulative deformation on typical line A—A and B—B varies greatly through the sub- center planning area, up to 41. 4 mm/(a·km),where the heterogeneous land subsidence is serious. Compared with deep groundwater level, shallow groundwater has little effect on land subsidence. The thickness of compressible layer is more than 100 m in the area with serious land subsidence, and is in the transition zone with different thickness. The density of the road network is positively correlated with the land subsidence. Summing up the above, the main factor affecting land subsidence is the change of deep groundwater level. This paper aims to provide a rationale for the prevention and control of land subsidence and mechanism research in the Tongzhou district.

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引用本文

杜东,刘宏伟,周佳慧,张竞,苗晋杰,李云良,曹鑫宇,叶淼.2022.北京市通州区地面沉降特征与影响因素研究[J].地质学报,96(2):712-725.
Du Dong, Liu Hongwei, Zhou Jiahui, Zhang Jing, Miao Jinjie, Li Yunliang, Cao Xinyu, Ye Miao.2022. Study of the characteristics and influencing factors of land subsidence in the Tongzhou district of Beijing[J]. Acta Geologica Sinica,96(2):712-725.

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  • 收稿日期:2020-10-15
  • 最后修改日期:2021-08-13
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  • 在线发布日期: 2022-03-02
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