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A Statistical Approach for the Integration of Multi-Temporal InSAR and GNSS-PPP Ground Deformation Measurements

dc.contributor.authorDelen, Ahmet
dc.contributor.authorSanli, Fusun Balik
dc.contributor.authorAbdikan, Saygin
dc.contributor.authorDogan, Ali Hasan
dc.contributor.authorDurdag, Utkan Mustafa
dc.contributor.authorOcalan, Taylan
dc.contributor.authorErdogan, Bahattin
dc.contributor.authorCalo, Fabiana
dc.contributor.authorPepe, Antonio
dc.date.accessioned2026-06-27T15:07:26Z
dc.date.issued2024
dc.description.abstractDetermining and monitoring ground deformations is critical for hazard management studies, especially in megacities, and these studies might help prevent future disaster conditions and save many lives. In recent years, the Golden Horn, located in the southeast of the European part of Istanbul within a UNESCO-protected region, has experienced significant changes and regional deformations linked to rapid population growth, infrastructure work, and tramway construction. In this study, we used Interferometric Synthetic Aperture Radar (InSAR) and Global Navigation Satellite System (GNSS) techniques to investigate the ground deformations along the Golden Horn coastlines. The investigated periods are between 2015 and 2020 and 2017 and 2020 for InSAR and GNSS, respectively. For the InSAR analyses, we used sequences of multi-temporal synthetic aperture radar (SAR) images collected by the Sentinel-1 and ALOS-2 satellites. The ground displacement products (i.e., time series and velocity maps) were then cross-compared with those achievable using the Precise Point Positioning (PPP) technique for the GNSS solutions, which can provide precise positions with a single receiver. In the proposed analysis, we compared the ground displacement velocities obtained by both methods by computing the standard deviations of the difference between the relevant observations considering a weighted least square estimation procedure. Additionally, we identified five circle buffers with different radii ranging between 50 m and 250 m for selecting the most appropriate coherent points to conduct the cross-comparison analysis. Moreover, a vertical displacement rate map was produced. The comparison of the vertical ground velocities derived from PPP and InSAR demonstrates that the PPP technique is valuable. For the coherent stations, the vertical displacement rates vary between -4.86 mm/yr and -23.58 mm/yr and -9.50 and -27.77 mm/yr for InSAR and GNSS, respectively.en
dc.description.sponsorshipDRAGON 5 ESA-MOST GREENISH project [3210]
dc.description.urihttps://doi.org/10.3390/s24010043
dc.identifier.doi10.3390/s24010043
dc.identifier.eissn1424-8220
dc.identifier.issue1
dc.identifier.pubmed38202905
dc.identifier.urihttps://hdl.handle.net/20.500.14981/68215
dc.identifier.volume24
dc.identifier.wos001140440600001
dc.language.isoeng
dc.publisherMDPI
dc.relation.ispartofSENSORS
dc.rightsopenAccess
dc.subjectPS InSAR
dc.subjectdeformation
dc.subjectALOS-2
dc.subjectSentinel-1
dc.subjectGNSS-PPP
dc.subjectstatistical analysis
dc.subjectDISPLACEMENT
dc.subjectTOOL
dc.subjectChemistry
dc.subjectEngineering
dc.subjectInstruments & Instrumentation
dc.titleA Statistical Approach for the Integration of Multi-Temporal InSAR and GNSS-PPP Ground Deformation Measurements
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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