陈有东, 张立峰, 何毅, 等. 2022. 升降轨Sentinel-1A时序InSAR的中川国际机场地表形变监测与分析[J]. 工程地质学报, 30(3): 803-816. doi: 10.13544/j.cnki.jeg.2020-609.
    引用本文: 陈有东, 张立峰, 何毅, 等. 2022. 升降轨Sentinel-1A时序InSAR的中川国际机场地表形变监测与分析[J]. 工程地质学报, 30(3): 803-816. doi: 10.13544/j.cnki.jeg.2020-609.
    Chen Youdong, Zhang Lifeng, He Yi, et al. 2022. Ground deformation monitoring and analysis of Zhongchuan International Airport based on the time series InSAR of Sentinel-1A with ascending and descending orbits[J]. Journal of Engineering Geology, 30(3): 803-816. doi: 10.13544/j.cnki.jeg.2020-609.
    Citation: Chen Youdong, Zhang Lifeng, He Yi, et al. 2022. Ground deformation monitoring and analysis of Zhongchuan International Airport based on the time series InSAR of Sentinel-1A with ascending and descending orbits[J]. Journal of Engineering Geology, 30(3): 803-816. doi: 10.13544/j.cnki.jeg.2020-609.

    升降轨Sentinel-1A时序InSAR的中川国际机场地表形变监测与分析

    GROUND DEFORMATION MONITORING AND ANALYSIS OF ZHONGCHUAN INTERNATIONAL AIRPORT BASED ON THE TIME SERIES INSAR OF SENTINEL-1A WITH ASCENDING AND DESCENDING ORBITS

    • 摘要: 可靠地监测基础设施的形变对于评估其结构健康至关重要。本文以中川国际机场为研究区,基于46景升轨和45景降轨Sentinel-1A雷达影像,使用SBASInSAR和PSInSAR技术获取了中川国际机场2017年3月27日至2020年3月23日、2017年3月20日至2020年3月28日的地表形变速率以及时序位移量,并采用内、外部检验的方式对4种监测结果进行了评定。同时结合相干性系数均值、直方图统计、形变速率方差及其标准差,选取最理想的形变结果从人为因素和自然因素分析了中川国际机场地表形变的成因。结果表明:4种形变结果总体较为一致,不同轨道模式数据采用同种时序InSAR技术所得监测点的方差和标准差较为接近,同种轨道模式数据采用不同时序InSAR技术的形变结果略有差异,SBASInSAR相比PSInSAR的监测结果更为稳健。中川国际机场存有零散的沉降区,机场西南角的形变最显著,最大的垂直沉降速率达11 mm·a-1。中川国际机场的地表形变与道路网、内部扩建等人为因素有关,地层界线与机场内部形变不直接相关,地表沉降区与岩性关联紧密。在进一步推进中川国际机场建设的同时,应避免过度人为活动带来的消极影响。研究结果以期为中川国际机场的土地利用规划以及灾害防治提供指导意见与相关信息。

       

      Abstract: Monitoring the deformation of infrastructure reliably is essential for assessing its structural health. This paper is based on 46 scene ascending orbit and 45 scene descending orbit Sentinel-1A radar images,and obtains the surface deformation rate and time series displacement of Zhongchuan International Airport from March 27,2017 to March 23,2020 and March 20,2017 to March 28,2020 using SBASInSAR and PSInSAR techniques at the same time. Four kinds of monitoring results are evaluated by means of internal and external inspection. Combined with the mean value of coherence coefficient,histogram statistics,deformation rate variance and its standard deviation,the most ideal deformation result is selected to analyze the causes of land deformation at Zhongchuan International Airport from human and natural factors. The results show that the deformation results of the four kinds of data are generally consistent. The variance and standard deviation of monitoring points from different orbit mode data are similar when the same time series InSAR technique is adopted. The deformation results of the same orbit mode data are slightly different when different time series InSAR techniques are used. The monitoring result of SBASInSAR is more robust than that of PSInSAR. Among the scattered subsidence areas in Zhongchuan International Airport,the deformation in the southwest corner is the most significant,and the maximum vertical subsidence rate of it can reach 11 mm·a-1. The ground deformation of Zhongchuan International Airport is related to human factors such as road network and internal expansion. The stratigraphic boundary is not directly related to the internal deformation of the airport,and the land subsidence area is closely related to lithology. While further promoting the construction of Zhongchuan International Airport,the negative impact of excessive human activities should be avoided. The research results are expected to provide guidance and relevant information for land use planning and disaster prevention and control of Zhongchuan International Airport.

       

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