Ground deformation monitoring of Shenzhen metro area with Interferometric Point Target Analysis

Hongman Zhou, Jinxing Hu, Xiang Liu, Peng Ren
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引用次数: 1

Abstract

Interferometric Point Target Analysis (IPTA) is a method to exploit the temporal and spatial characteristics of interferometric signatures collected from point targets to accurately map surface deformation histories, terrain heights, and relative atmospheric path delays. In this study, we applied the IPTA technique to monitor the ground deformation of Shenzhen urban area and along the Shenzhen metro lines. The available SAR dataset consists of 20 images from the satellite mission ENVISAT between January 2008 and July 2010. The maximum subsidence rate reaches up to -17.9 to -10 mma-1. The maximum rise rate reaches up to 6 to 9.8 mma-1. The Point Target velocity map shows that there is a strong subsidence in Shenzhen urban area, and the subsidence rate is larger than -10 mma-1. There is also severe subsidence along the metro lines, especially at the stations. The subsidence in the first phase of the Shenzhen metro project is less than the second phase of metro project. The subsidence along the elevated line is less than the underground line. The locations of ground collapse events are mainly distributed at the metro stations.
基于干涉点目标分析的深圳地铁区域地面变形监测
干涉点目标分析(IPTA)是一种利用从点目标收集的干涉特征的时空特征来精确绘制地表变形历史、地形高度和相对大气路径延迟的方法。本研究采用IPTA技术对深圳市区及地铁沿线的地面变形进行了监测。可用的SAR数据集由卫星任务ENVISAT在2008年1月至2010年7月期间拍摄的20幅图像组成。最大沉降速率可达-17.9 ~ -10 ma-1。最大上升速率可达6 ~ 9.8 mm -1。点靶速度图显示,深圳城区沉降强烈,沉降速率大于-10 ma-1。地铁沿线也有严重的下沉,特别是在车站。深圳地铁一期工程的沉降量小于二期工程。高架线路沿线的沉降小于地下线路。地面塌陷事件发生地点主要分布在地铁车站。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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