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Spatial-temporal characteristics of land subsidence corresponding to dynamic groundwater funnel in Beijing Municipality, China

机译:北京市动态地下水漏斗引起地面沉降的时空特征

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摘要

Due to long-term over-exploitation of groundwater in Beijing Municipality, regional groundwater funnels have formed and land subsidence has been induced. By combining a groundwater monitoring network, GPS monitoring network data, radar satellite SAR data, GIS and other new technologies, a coupled process model based on the dynamic variation of groundwater and the deformation response of land subsidence has been established. The dynamic variation of groundwater funnels and the land subsidence response process were analyzed systematically in Beijing. Study results indicate that current groundwater funnel areas are distributed mainly in the southwest of Shunyi District, the northeast of Chaoyang District and the northwest of Tongzhou District, with an average decline rate of groundwater level of 2.66 m/yr and a maximum of 3.82 m/yr in the center of the funnels. Seasonal and interannual differences exist in the response model of land subsidence to groundwater funnels with uneven spatial and temporal distribution, where the maximum land subsidence rate was about −41.08 mm/yr and the area with a subsidence rate greater than 30 mm/yr was about 1637.29 km2. Although a consistency was revealed to exist between a groundwater funnel and the spatial distribution characteristics of the corresponding land subsidence funnel, this consistency was not perfect. The results showed that the response model of land subsidence to the dynamic variation of groundwater was more revealing when combining conventional technologies with InSAR, GIS, GPS, providing a new strategy for environmental and hydrogeological research and a scientific basis for regional land subsidence control.
机译:由于北京市长期对地下水的过度开采,形成了区域地下水漏斗,并引起了地面沉降。通过结合地下水监测网,GPS监测网数据,雷达卫星SAR数据,GIS等新技术,建立了基于地下水动态变化与地面沉降变形响应的耦合过程模型。在北京,系统分析了地下水漏斗的动态变化和地面沉降响应过程。研究结果表明,目前的地下水漏斗区主要分布在顺义区西南部,朝阳区东北部和通州区西北部,平均地下水位下降速度为2.66 m / yr,最高为3.82 m / yr。年份位于渠道中心。土地沉降对地下水漏斗的时空响应模型存在季节和年际差异,时空分布不均,最大地面沉降率约为−41.08 mm / yr,地面沉降率大于30 mm / yr的区域约为1637.29平方公里。尽管揭示出地下水漏斗与相应地面沉降漏斗的空间分布特征之间存在一致性,但这种一致性并不完美。结果表明,将常规技术与InSAR,GIS,GPS结合起来,地面沉降对地下水动态变化的响应模型更加揭示,为环境和水文地质研究提供了新的策略,为区域地面沉降控制提供了科学依据。

著录项

  • 来源
    《Chinese Geographical Science》 |2011年第6期|p.753-764|共12页
  • 作者单位

    Base of the State Key Laboratory of Urban Environmental Process and Digital Modeling, Capital Normal University, Beijing, 100048, China;

    Base of the State Key Laboratory of Urban Environmental Process and Digital Modeling, Capital Normal University, Beijing, 100048, China;

    Base of the State Key Laboratory of Urban Environmental Process and Digital Modeling, Capital Normal University, Beijing, 100048, China;

    Base of the State Key Laboratory of Urban Environmental Process and Digital Modeling, Capital Normal University, Beijing, 100048, China;

    Base of the State Key Laboratory of Urban Environmental Process and Digital Modeling, Capital Normal University, Beijing, 100048, China;

    Base of the State Key Laboratory of Urban Environmental Process and Digital Modeling, Capital Normal University, Beijing, 100048, China;

    Base of the State Key Laboratory of Urban Environmental Process and Digital Mode;

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  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    land subsidence; groundwater funnel; over-exploitation of groundwater; InSAR; deformation response;

    机译:地面沉降地下水漏斗地下水超采InSAR变形响应;

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