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基于SBAS-InSAR和PS-InSAR技术的西安市地表形变监测与分析OA

Surface deformation monitoring and analysis of Xi'an City based on SBAS-InSAR and PS-InSAR technologies

中文摘要英文摘要

针对西安市地面沉降和地裂缝等地质灾害发育集中的现状,本文采用2015年6月—2024年3月的哨兵一号A(Sentinel-1A)雷达影像数据,基于短基线集合成孔径雷达干涉测量(SBAS-InSAR)技术,获取西安市主城区近9年的长时序地表形变演变特征;同时,针对主城区内鱼化寨、清凉山—凤栖原区域,分别采用SBAS-InSAR与永久散射体合成孔径雷达干涉测量(PS-InSAR)技术,获取2019年时序地表形变特征,并对两种技术的监测结果进行交叉验证,在此基础上对两区域开展剖面时序分析.结果表明:2015-2018年,西安市主城区整体呈明显沉降趋势;2018-2024年,主城区核心区域向东北—西南方向延伸的区域出现大面积地表抬升现象.典型形变区域中,鱼化寨区域在持续沉降后呈现明显回弹特征,电子城区域整体呈抬升趋势且抬升速率逐渐变缓,清凉山—凤栖原及马腾空区域均表现为持续沉降趋势.两种时序InSAR技术对鱼化寨、清凉山—凤栖原两区域的监测结果基本一致,表明二者在城市地表形变监测中均具有可靠性.剖面分析结果显示,监测期间两区域均形成主、副沉降中心:鱼化寨区域沉降速率呈"先大后小"的急剧变化,清凉山—凤栖原区域沉降速率则整体均匀且逐渐减缓.

Xi'an City currently faces concentrated geological disasters such as ground subsidence and fissures.To address these issues,this paper used Sentinel-1A radar image data from June 2015 to March 2024 and utilized small baseline subset interferometric synthetic aperture radar(SBAS-InSAR)technology to obtain the long-term surface deformation evolution characteristics in the main urban area of Xi'an City over nearly nine years.Meanwhile,for the Yuhuazhai and Qingliangshan-Fengqiyuan areas within the main urban area,the SBAS-InSAR and permanent scatterer synthetic aperture radar(PS-InSAR)technologies were respectively applied to obtain the surface deformation characteristics in 2019,and the monitoring results of the two technologies were cross-validated.On this basis,the profile time series analysis was carried out for the two areas.The results show that the main urban area of Xi'an City as a whole presents a significant subsidence trend from 2015 to 2018.From 2018 to 2024,the core area of the main urban area extending northeastward to southwest shows a large-scale surface uplift phenomenon.Among the typical deformation areas,the Yuhuazhai area shows a significant rebound feature after continuous subsidence,while the Dianzicheng area presents an overall uplift trend with a gradually decelerating rate.The Qingliangshan-Fengqiyuan and Matengkong areas both exhibit a continuous subsidence trend.The monitoring results of the two InSAR technologies for the Yuhuazhai and Qingliangshan-Fengqiyuan areas are basically consis-tent,indicating that both are reliable in urban surface deformation monitoring.The profile analysis results show that during the monitoring period,both areas form main and secondary subsidence centers:The subsidence rate in the Yuhuazhai area changes sharply from large to small,while the subsidence rate in the Qingliangshan-Fengqiyuan area is relatively uniform and gradually decreases.

吴晓娟;周荣荣;刘扬;许曼娜;廖怡晗;张周平

西安市勘察测绘院,陕西 西安 710054西安市勘察测绘院,陕西 西安 710054西安市勘察测绘院,陕西 西安 710054西安市勘察测绘院,陕西 西安 710054西安市勘察测绘院,陕西 西安 710054西安市勘察测绘院,陕西 西安 710054

天文与地球科学

短基线集合成孔径雷达干涉测量(SBAS-InSAR)永久散射体合成孔径雷达干涉测量(PS-InSAR)西安市长时序地表形变

small baseline subset interferometric synthetic aperture radar(SBAS-InSAR)permanent scatterer synthetic aperture radar(PS-InSAR)Xi'an Citylong-time seriessurface deformation

《北京测绘》 2026 (2)

142-149,8

国家自然科学基金(42374019)

10.19580/j.cnki.1007-3000.2026.02.002

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