首页|融合双极化Sentinel-1数据监测大型桥梁形变

融合双极化Sentinel-1数据监测大型桥梁形变

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针对合成孔径雷达在面对结构较为复杂的桥梁时,会出现部分区域点状目标密度低、精度低的问题,提出了一种融合双极化Sentinel-1数据监测大型桥梁的方法:①采用PS-InSAR和SBAS-InSAR技术获取桥梁VV和VH极化的时序形变结果;②根据不同极化数据对相同区域响应能力的差异,利用双策略对双极化结果进行优化与融合,以提升桥面点目标密度和精度;③对比分析双极化与单一极化结果的差异性.结果显示,桥面上的低相干性区域,VV和VH极化数据能够互补,融合结果较单一极化结果的点目标数提升了 15%~20%.结果表明:本文提出的双极化融合方法,提高了对雷达影像信息的利用与挖掘,对悬索桥与斜拉桥的形变监测结果有较大提升.
Fusion of dual polarization Sentinel-1 data for monitoring deformation of large bridges
In response to the problem of low density and accuracy of point like targets in some areas when facing complex bridges with synthetic aperture radar,this paper proposes a method of integrating dual polarization Sentinel-1 data to monitor large bridges.Firstly,the time-series deformation results of bridge VV and VH polarization were obtained using PS-InSAR and SBAS-InSAR techniques;Then,based on the difference in response ability of different polarization data to the same area,a dual strategy is used to optimize and fuse the dual polarization results to improve the density and accuracy of bridge deck point targets.Finally,compare and analyze the differences between dual polarization and single polarization results.The results show that in the low coherence area on the bridge deck,VV and VH polarization data can complement each other,and the fusion result increases the number of point targets by 15%to 20%compared to a single polarization result.The results indicate that the dual polarization fusion method proposed in this article improves the utilization and mining of radar image information,and significantly improves the deformation monitoring results of suspension and cable-stayed bridges,making it suitable for most bridges.

InSARbridge deformation analysisdual-polarized Sentinel-1 datainterferogram polarization optimizationinformation analysis

陆展雄、蒋亚楠、廖露、罗袆沅

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成都理工大学地球科学学院,成都 610059

成都理工大学地质灾害防治与地质环境保护国家重点实验室,成都 610059

四川测绘地理信息局测绘技术服务中心,成都 610081

InSAR 桥梁形变分析 双极化Sentinel-1数据 干涉图极化优化 信息分析

国家自然科学基金项目

42304042

2024

测绘科学
中国测绘科学研究院

测绘科学

CSTPCD北大核心
影响因子:0.774
ISSN:1009-2307
年,卷(期):2024.49(5)