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Estimating Actual 2D Ground Deformations Induced by Underground Activities with Cross-Heading InSAR Measurements

机译:估计地下活动诱导的基础活动诱导的实际2D地形变形

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摘要

InSAR can only monitor relative ground deformations with respect to a reference area. In order to obtain actual deformations, GCPs or stable area is required in the study area, which, however, may be unavailable in the investigating of geohazards associated with underground activities (i.e., groundwater pumping, underground mining, and oil/gas exploitation). We propose a novel approach to estimate actual 2D deformations based on the InSAR relative LOS measurements acquired from cross-heading datasets. The errors induced by the arbitrary selection of reference areas can thus be avoided. The performance of the proposed approach is validated by a series of simulations. By providing the ascending and descending measurements with errors of 2 and 1.5 mm/year STDs, respectively, the RMSEs are 2.1 and 2.6 mm/year for the estimated vertical and east deformations, respectively. A case study is carried out in Cangzhou, China, for estimating the actual 2D ground deformations associated with groundwater pumping. By integrating ALOS ascending and ENVISAT descending datasets acquired between 2007 and 2010, we found that the Cangzhou area experienced ground subsidence of up to 23.4 mm/year in the suburbs but ground uplift of up to 20.9 mm/year in the urban area, both of which are accompanied by considerable lateral deformations.
机译:Insar只能监视相对于参考区域的相对地变形。为了获得实际变形,研究区域需要GCP或稳定区域,然而,在调查与地下活动相关的地质曲柱中可能无法使用(即地下水泵送,地下采矿和油/气体剥削)。我们提出了一种新的方法来估计基于从横向数据集获取的INSAR相对LOS测量的实际2D变形。因此可以避免由任意选择参考区域引起的误差。所提出的方法的性能由一系列模拟验证。通过分别提供2和1.5毫米/年STD的误差的上升和下降测量,RMSE分别为估计的垂直和东西变形为2.1和2.6毫米/年。案例研究是在中国沧州进行的,用于估算与地下水泵浦相关的实际2D地形变形。通过整合2007年至2010年之间获得的Alos升序和预测下降数据集,我们发现沧州地区经历了郊区高达23.4毫米/年的地面沉降,而且在城市地区隆起高达20.9毫米/年伴随着相当大的横向变形。

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  • 作者

    Xiaoying Yu; Jun Hu; Qian Sun;

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  • 年度 2017
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  • 原文格式 PDF
  • 正文语种 eng
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