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A Statistical Approach for the Integration of Multi-Temporal InSAR and GNSS-PPP Ground Deformation Measurements

机译:一种多时相 InSAR 和 GNSS-PPP 地面形变测量集成统计方法

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摘要

Determining and monitoring ground deformations is critical for hazard management studies, especially in megacities, and these studies might help prevent future disaster conditions and save many lives. In recent years, the Golden Horn, located in the southeast of the European part of Istanbul within a UNESCO-protected region, has experienced significant changes and regional deformations linked to rapid population growth, infrastructure work, and tramway construction. In this study, we used Interferometric Synthetic Aperture Radar (InSAR) and Global Navigation Satellite System (GNSS) techniques to investigate the ground deformations along the Golden Horn coastlines. The investigated periods are between 2015 and 2020 and 2017 and 2020 for InSAR and GNSS, respectively. For the InSAR analyses, we used sequences of multi-temporal synthetic aperture radar (SAR) images collected by the Sentinel-1 and ALOS-2 satellites. The ground displacement products (i.e., time series and velocity maps) were then cross-compared with those achievable using the Precise Point Positioning (PPP) technique for the GNSS solutions, which can provide precise positions with a single receiver. In the proposed analysis, we compared the ground displacement velocities obtained by both methods by computing the standard deviations of the difference between the relevant observations considering a weighted least square estimation procedure. Additionally, we identified five circle buffers with different radii ranging between 50 m and 250 m for selecting the most appropriate coherent points to conduct the cross-comparison analysis. Moreover, a vertical displacement rate map was produced. The comparison of the vertical ground velocities derived from PPP and InSAR demonstrates that the PPP technique is valuable. For the coherent stations, the vertical displacement rates vary between −4.86 mm/yr and −23.58 mm/yr and −9.50 and −27.77 mm/yr for InSAR and GNSS, respectively.
机译:确定和监测地面变形对于灾害管理研究至关重要,尤其是在特大城市,这些研究可能有助于防止未来的灾难状况并挽救许多生命。近年来,位于伊斯坦布尔欧洲东南部的金角湾是联合国教科文组织保护的地区,与人口快速增长、基础设施建设和有轨电车建设有关,经历了重大变化和区域变形。在本研究中,我们使用干涉合成孔径雷达 (InSAR) 和全球导航卫星系统 (GNSS) 技术研究了金角湾海岸线沿线的地面变形。InSAR 和 GNSS 的研究时期分别为 2015 和 2020 年以及 2017 年和 2020 年。对于 InSAR 分析,我们使用了 Sentinel-1 和 ALOS-2 卫星收集的多时相合成孔径雷达 (SAR) 图像序列。然后将地面位移产品(即时间序列和速度图)与使用 GNSS 解决方案的精确点定位 (PPP) 技术可实现的产品进行交叉比较,该技术可以使用单个接收器提供精确定位。在拟议的分析中,我们通过考虑加权最小二乘估计程序计算相关观测值之间差异的标准差,比较了两种方法获得的地面位移速度。此外,我们确定了 5 个半径在 50 m 和 250 m 之间的不同半径的圆形缓冲区,用于选择最合适的相干点进行交叉比较分析。此外,还制作了垂直位移率图。对 PPP 和 InSAR 得出的垂直地速的比较表明,PPP 技术很有价值。对于相干站,InSAR 和 GNSS 的垂直位移率分别在 −4.86 mm/yr 和 −23.58 mm/yr 以及 −9.50 和 −27.77 mm/yr 之间变化。

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