Multi-track PS-INSar

Datum connection and reliability assessment

Conference Paper (2007)
Author(s)

VBH Ketelaar (TU Delft - Mathematical Geodesy & Positioning)

Freek J. van Leijen (TU Delft - Mathematical Geodesy & Positioning)

P Marinkovic (TU Delft - Mathematical Geodesy & Positioning)

Ramon F. Hanssen (TU Delft - Mathematical Geodesy & Positioning)

Research Group
Mathematical Geodesy & Positioning
More Info
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Publication Year
2007
Language
English
Research Group
Mathematical Geodesy & Positioning
Pages (from-to)
1-6
ISBN (print)
92-921-200-1

Abstract

InSAR data acquired from independent overlapping tracks can be exploited for a reliability assessment of the Persistent Scatterer InSAR (PS-InSAR) technique. Here we present a mathematical framework for the datum connection of multiple tracks, simultaneously evaluating the precision and reliability of PS-InSAR estimates. This datum connection can be subdivided in two steps. Firstly, the PS locations are converted to a common radar coordinate system: the geometry of the so-called 'master track'. The second step consists of the connection of the PS-InSAR parameter estimates (velocities, displacements, heights). Since each track has its own reference PS, the transformation is parameterized as a translation, which can be optionally extended with a trend in range and azimuth direction due to unmodeled residual effects. Multi-track datum connection has been applied in the Groningen region, the Netherlands, which is affected by subsidence due to gas extraction with displacement rates up to 7 mm/year. The main reservoir is (partly) visible in 6 independent overlapping ERS tracks (ascending and descending). Utilizing the different viewing geometries, the connected PSInSAR estimates could be further decomposed into horizontal and vertical displacement rates.

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