Insar datum connection using GNSS-augmented radar transponders

Conference Paper (2016)
Author(s)

P. Mahapatra (TU Delft - Civil Engineering & Geosciences)

H. Van Der Marel (TU Delft - Civil Engineering & Geosciences)

F. J. Van Leijen (TU Delft - Civil Engineering & Geosciences)

S. Samiei-Esfahany (TU Delft - Civil Engineering & Geosciences)

R. Klees (TU Delft - Civil Engineering & Geosciences)

R. F. Hanssen (TU Delft - Civil Engineering & Geosciences)

Research Group
Mathematical Geodesy and Positioning
DOI related publication
https://doi.org/10.1109/IGARSS.2016.7730792 Final published version
More Info
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Publication Year
2016
Language
English
Research Group
Mathematical Geodesy and Positioning
Volume number
2016-November
Article number
7730792
Pages (from-to)
6867-6870
ISBN (electronic)
9781509033324
Event
36th IEEE International Geoscience and Remote Sensing Symposium (2016-07-10 - 2016-07-15), Beijing, China
Downloads counter
245

Abstract

InSAR deformation estimates form a 'free network' referred to an arbitrary datum, e.g. by assuming a reference point in the image to be stable. Consequently, the estimates of any measurement point in the image are dependent of these postulations on reference point stability, and the estimates cannot be compared with datasets of other types of measurement (e.g. historical levelling data or sea-level changes). Yet, some applications require 'absolute' InSAR estimates, i.e. expressed in a well-defined terrestrial reference frame (TRF). We achieve this using collocated InSAR and GNSS measurements, achieved by rigidly attaching phase-stable millimetre-precision compact active transponders to permanent GNSS antennas. The InSAR deformation estimates at these transponders are then estimated in a TRF using the GNSS measurements. Consequently, deformation estimates at all other scatterers are now also defined in the same TRF.