On the quality checking of persistent scatterer interferometry data by spatial-temporal modelling

IF 1.2 Q4 REMOTE SENSING Journal of Applied Geodesy Pub Date : 2023-02-28 DOI:10.1515/jag-2022-0043
M. Omidalizarandi, Bahareh Mohammadivojdan, H. Alkhatib, J. Paffenholz, I. Neumann
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Abstract

Abstract Today, rapid growth in infrastructure development and urbanisation process increases the attention for accurate deformation monitoring on a relatively large-scale. Furthermore, such deformation monitoring is of great importance in the assessment and management of natural hazard processes like landslides, earthquakes, and floods. In this study, the Persistent Scatterer Interferometry (PSI) technique is applied using open-source Synthetic Aperture Radar (SAR) data from the satellite Sentinel-1. It allows point-wise deformation monitoring based on time series analysis of specific points. It also enables performing spatio-temporal area-based deformation monitoring. Currently, these data do not have a sophisticated quality assurance process to judge the significance of deformations. To obtain different quality classes of the Persistent Scatterer (PS) data points, the first step is to classify them into buildings and ground types using LoD2 building models. Next, time series analysis of the PS points is performed to model systematic and random errors. It allows estimation of the offset and the deformation rate for each point. Finally, spatio-temporal modelling of neighbourhood relations of the PS points is carried out using local geometric patches which are approximated with a mathematical model, such as, e.g., multilevel B-Splines. Subsequently, the quality of SAR data from temporal and spatial neighbourhood relations is checked. Having an appropriate spatio-temporal quality model of the PS data, a deformation analysis is performed for areas of interest in the city of Hamburg. In the end, the results of the deformation analysis are compared with the BodenBewegungsdienst Deutschland (Ground Motion Service Germany) provided by the Federal Institute for Geosciences and Natural Resources (BGR), Germany.
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基于时空建模的持久散射体干涉测量数据质量检验
在基础设施建设和城市化进程快速发展的今天,对大范围精确变形监测的关注日益增加。此外,这种变形监测在山体滑坡、地震和洪水等自然灾害过程的评估和管理中具有重要意义。在这项研究中,持续散射体干涉(PSI)技术应用于来自Sentinel-1卫星的开源合成孔径雷达(SAR)数据。它允许基于特定点的时间序列分析的逐点变形监测。它还可以执行基于时空区域的变形监测。目前,这些数据没有一个复杂的质量保证过程来判断变形的意义。为了获得不同质量类别的持久散射体(PS)数据点,第一步是使用LoD2建筑模型将它们分为建筑物和地面类型。接下来,对PS点进行时间序列分析,对系统误差和随机误差进行建模。它允许对每个点的偏移量和变形率进行估计。最后,使用局部几何块对PS点的邻域关系进行时空建模,这些局部几何块由数学模型(如多层b样条)逼近。随后,从时空邻域关系对SAR数据的质量进行了检验。利用PS数据的适当时空质量模型,对汉堡市感兴趣的地区进行了变形分析。最后,将变形分析结果与德国联邦地球科学和自然资源研究所(BGR)提供的德国地面运动服务(BodenBewegungsdienst Deutschland)进行了比较。
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来源期刊
Journal of Applied Geodesy
Journal of Applied Geodesy REMOTE SENSING-
CiteScore
2.30
自引率
7.10%
发文量
30
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