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Improvement of InSAR displacements based on GNSS station calibration over corner reflector

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dc.contributor.author Diaz, A. pt_BR
dc.contributor.author Roque, D. pt_BR
dc.contributor.author Lima, J. N. pt_BR
dc.contributor.author Rodríguez, J. pt_BR
dc.contributor.author Solla, M. pt_BR
dc.date.accessioned 2025-12-23T15:19:58Z pt_BR
dc.date.accessioned 2026-05-04T15:34:20Z
dc.date.available 2025-12-23T15:19:58Z pt_BR
dc.date.available 2026-05-04T15:34:20Z
dc.date.issued 2025-09 pt_BR
dc.identifier.citation Alonso-Díaz, A., Roque, D., Lima, J. N., Rodríguez, J. L., & Solla, M. (2025). Improvement of InSAR displacements based on GNSS station calibration over corner reflector. Measurement, 118946. doi: https://doi.org/10.1016/j.measurement.2025.118946 pt_BR
dc.identifier.uri http://dspace2.lnec.pt:8080/jspui/handle/123456789/1019141 pt_BR
dc.identifier.uri http://repositorio.lnec.pt:8080/jspui/handle/123456789/1019141
dc.description.abstract This article presents an analysis of the effectiveness of performing a calibration through Global Navigation Satellite System (GNSS) data on different approaches of the Interferometric Synthetic Aperture Radar (InSAR). InSAR has become a key technique for monitoring ground surface, but its results often exhibit systematic biases and deviations from ground truth measurements. This study addresses the need for more reliable displacement data by evaluating a GNSS-based calibration approach across three InSAR processing approaches: i) Persistent Scattering Interferometry (PSI) method using the open-source software StaMPS, ii) PSI method using the commercial SARPROZ software and iii) the Quasi-PS method implemented with SARPROZ. Sentinel-1 A/B data from both ascending and descending orbits, covering the period from October 2017 to January 2019, were used. Displacement errors from the same points were modeled using polynomial regressions and calibrated using reference data from GNSS and levelling, both with submillimeter precision. The effectiveness of the calibration was assessed at two levels: locally (via a corner reflector) and globally (via a GNSS baseline several kilometers long). Results show that 25 out of 27 displacement time series required correction in the mean value, with StaMPS showing the greatest need for calibration. The calibration improved the original results at all scales and acted mainly on the mean difference, with linear calibration being the most robust and consistent option. These findings highlight the importance of incorporating ground truth data to enhance InSAR reliability and support its application in geodetic and structural monitoring. pt_BR
dc.language.iso eng pt_BR
dc.publisher ELSEVIER pt_BR
dc.rights openAccess pt_BR
dc.subject InSAR pt_BR
dc.subject GNSS pt_BR
dc.subject Calibration pt_BR
dc.subject Corner reflector pt_BR
dc.subject PSI pt_BR
dc.subject QPS pt_BR
dc.subject Levelling pt_BR
dc.title Improvement of InSAR displacements based on GNSS station calibration over corner reflector pt_BR
dc.type article pt_BR
dc.description.sector DBB/NGA pt_BR
dc.description.magazine Measurement pt_BR
dc.contributor.peer-reviewed SIM pt_BR
dc.contributor.academicresearchers SIM pt_BR
dc.contributor.arquivo NAO pt_BR


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