Abstract

Abstract. Analysis of multi-temporal synthetic aperture radar (SAR) satellite images using persistent scatterer interferometry is an effective approach for monitoring land subsidence, which is a serious issue in some urban areas. However, a drawback to this approach is that it is limited to displacement along the radar line-of-sight direction. An accurate understanding of land subsidence requires estimation of 3D displacement. One solution is to combine observations from multiple sources and directions, such as multi-temporal SAR images acquired on ascending and descending orbits, with global navigation satellite system (GNSS) data. While this approach estimates 3D displacement, other methods do not account for differences in data accuracy. Therefore, in this paper, we propose a method for estimating 3D land subsidence from multi-temporal SAR images and GNSS data by using the weighted least squares method. The weights for data sources are calculated from the PSI results and GNSS data. We apply the method to Kansai International Airport, using 13 ALOS-2/PALSAR-2 ascending images from 2014 to 2018 and 17 ALOS-2/PALSAR-2 descending images from 2015 to 2018. Root mean squared errors in the east–west, north–south and vertical directions are 6, 13, and 10 mm/year, respectively. These results demonstrate that combining PSI and geodetic results is effective for monitoring land deformation accurately with high spatial resolution.

Highlights

  • Monitoring environmental changes in urban areas is essential for local governments to maintain quality of life

  • We propose a method for determining the weights to be used in weighted least squares method (WLS) and estimate 3D displacement by combining permanent scatterer interferometry (PSI) velocity and interpolated velocity by WLS

  • Curves were obtained for the east–west, north–south, and vertical displacement components, and the interpolated results from Global Positioning System (GPS) data were generated

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Summary

Introduction

Monitoring environmental changes in urban areas is essential for local governments to maintain quality of life. Leveling surveys using a global navigation satellite system (GNSS) such as the Global Positioning System (GPS) are a conventional approach for such monitoring. These point-based measurement approaches can measure subsidence with high accuracy, but not practical for wide-area monitoring. Differential interferometric SAR (DInSAR) is a technique for observing displacement with high resolution; in particular, permanent scatterer interferometry (PSI) (Ferretti et al, 2000) estimates displacement with high accuracy using dozens of SAR images With this technique, displacement can be estimated in only the direction along the radar’s line of sight (LOS) and it is impossible to distinguish between the horizontal and vertical displacement. It is necessary to separate the displacement in radar LOS direction into 3D components

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