Massive linking of PS-InSAR deformations to a national airborne laser point cloud

Journal Article (2018)
Author(s)

A. L. Van Natijne (Student TU Delft)

R.C. Lindenbergh (TU Delft - Optical and Laser Remote Sensing)

R. Hanssen (TU Delft - Mathematical Geodesy and Positioning)

Research Group
Optical and Laser Remote Sensing
Copyright
© 2018 A. L. Van Natijne, R.C. Lindenbergh, R.F. Hanssen
DOI related publication
https://doi.org/10.5194/isprs-archives-XLII-2-1137-2018
More Info
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Publication Year
2018
Language
English
Copyright
© 2018 A. L. Van Natijne, R.C. Lindenbergh, R.F. Hanssen
Research Group
Optical and Laser Remote Sensing
Issue number
2
Volume number
42
Pages (from-to)
1137-1144
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Abstract

Build on soft soil, close to sea level the Netherlands is at high risk for the effects of subsidence and deformation. Interferometric Synthetic Aperture Radar (InSAR) is successfully used to monitor the deformation trends at millimetre level. Unfortunately the InSAR deformation trends suffer from poor geolocation estimates, limiting the ability to link deformation behaviour to objects, such as buildings, streets or bridges. A nationwide, high resolution, airborne LiDAR point cloud is available in the Netherlands. Although the position accuracy of this LiDAR point cloud is to low for deformation estimates, linking the InSAR location to the geometries outlined by the LiDAR point can improve the geolocation estimates of the InSAR trends. To our knowledge no such integration is available as of yet. In this article we outline methods to link deformation estimates to the LiDAR point cloud and give an outlook of possible improvements. As a test we link 3.1 million TerraSAR-X InSAR Persistent Scatterers to 3 billion LiDAR points, covering the city of Delft and surroundings.