Monitoring and analysis of land subsidence in Beijing based on SBAS-InSAR Technology

Guangtong Sun, Xiaoyang Liu, P. Song, Hongda Jia
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Abstract

The Beijing plain area with serious land subsidence is selected as the study area. The data of 26 scenic Sentinel-1A in this area from January 2020 to March 2021 are processed by SBAS-InSAR technology. Through the steps of small baseline combination, differential interference processing, track refining and re leveling, SBAS inversion and geological coding, the time series cumulative settlement and homogeneous strain rate in Beijing during January 2020 to March 2021 are finally inversed, The monitoring results show that the settlement in the east of Beijing is more serious, followed by the south. The settlement develops in the form of multi center funnel, and a relatively continuous settlement area has been formed. The subsidence areas are mainly distributed in Chaoyang, Shunyi and TongZhou areas, of which Chaoyang TongZhou area has the most serious subsidence, with the maximum annual average subsidence rate of 155.9mm/y, which is consistent with the current situation of rapid construction of groundwater demand in this area. Finally, the monitoring results are compared with the existing research results, and the consistency between them is high, which verifies the reliability and accuracy of sbas-insar technology in monitoring regional settlement.
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基于SBAS-InSAR技术的北京市地面沉降监测与分析
选取地面沉降严重的北京平原区作为研究区。采用SBAS-InSAR技术对该地区2020年1月至2021年3月的26个Sentinel-1A景区数据进行处理。通过小基线组合、差分干扰处理、轨迹精化和再水准化、SBAS反演和地质编码等步骤,最终反演出2020年1月~ 2021年3月北京市时间序列累积沉降和均质应变速率。监测结果显示,北京东部沉降较严重,南部次之。沉降以多中心漏斗的形式发展,形成了一个相对连续的沉降区。沉陷区主要分布在朝阳、顺义、通州地区,其中朝阳、通州地区沉陷最严重,年平均沉陷率最大达155.9mm/y,这与该地区地下水需求快速建设的现状相吻合。最后,将监测结果与已有研究结果进行对比,两者一致性较高,验证了sar技术在区域沉降监测中的可靠性和准确性。
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