Using Kinematic GNSS Data to Assess the Accuracy and Precision of the TanDEM-X DEM Resampled at 1-m Resolution Over the Western Corinth Gulf, Greece

We assess the accuracy and the precision of the TanDEM-X digital elevation model (DEM) of the western Gulf of Corinth, Greece. We use a dense set of accurate ground coordinates obtained by kinematic Global Navigation Satellite Systems (GNSS) observations. Between 2001 and 2019, 148 surveys were made...

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Main Authors: Pierre Briole, Simon Bufferal, Dimitar Dimitrov, Panagiotis Elias, Cyril Journeau, Antonio Avallone, Konstantinos Kamberos, Michel Capderou, Alexandre Nercessian
Format: Article
Language:English
Published: IEEE 2021-01-01
Series:IEEE Journal of Selected Topics in Applied Earth Observations and Remote Sensing
Subjects:
Online Access:https://ieeexplore.ieee.org/document/9340271/
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spelling doaj-76e7f23731674433b135895f8d8af8882021-06-03T23:06:59ZengIEEEIEEE Journal of Selected Topics in Applied Earth Observations and Remote Sensing2151-15352021-01-01143016302510.1109/JSTARS.2021.30553999340271Using Kinematic GNSS Data to Assess the Accuracy and Precision of the TanDEM-X DEM Resampled at 1-m Resolution Over the Western Corinth Gulf, GreecePierre Briole0https://orcid.org/0000-0001-6805-6295Simon Bufferal1Dimitar Dimitrov2Panagiotis Elias3Cyril Journeau4Antonio Avallone5Konstantinos Kamberos6Michel Capderou7Alexandre Nercessian8Laboratory of Geology of Ecole Normale Supérieure, UMR CNRS-ENS-PSL, Paris, FranceLaboratory of Geology of Ecole Normale Supérieure, UMR CNRS-ENS-PSL, Paris, FranceBulgarian Academy of Sciences, National Institute of Geophysics, Geodesy and Geography, Sofia, BulgariaNational Observatory of Athens, IAASARS, Penteli, GreeceInstitut de Sciences de la Terre - UMR CNRS-UGA-USMB-IRD-UGE 5275, Université Grenoble Alpes, Grenoble, FranceIstituto Nazionale di Geofisica e Vulcanologia, Osservatorio Nazionale Terremoti, Rome, ItalyERGOSE SA, Athens, GreeceLaboratoire de Météorologie Dynamique, UMR CNRS-ENS-PSL-Ecole Polytechnique-Sorbonne Université 8539, Paris, FranceInstitut de Physique du Globe de Paris, Paris, FranceWe assess the accuracy and the precision of the TanDEM-X digital elevation model (DEM) of the western Gulf of Corinth, Greece. We use a dense set of accurate ground coordinates obtained by kinematic Global Navigation Satellite Systems (GNSS) observations. Between 2001 and 2019, 148 surveys were made, at a 1 s sampling rate, along highways, roads, and tracks, with a total traveled distance of ∼25 000 km. The data are processed with the online Canadian Spatial Reference System precise point positioning software. From the output files, we select 885 252 coordinates from epochs with theoretical uncertainty below 0.1 m in horizontal and 0.2 m in vertical. Using specific calibration surveys, we estimate the mean vertical accuracy of the GNSS coordinates at 0.2 m. Resampling the DEM by a factor of 10 allows one to compare it with the GNSS in pixels of metric size, smaller than the width of the roads, even the small trails. The best fit is obtained by shifting the DEM by 0.47 ± 0.03 m upward, 0.10 ± 0.1 m westward, and 0.36 ± 0.1 m southward. Those values are 20 times below the nominal resolution of the DEM. Once the shift is corrected, the root mean square deviation between TanDEM-X DEM and GNSS elevations is 1.125 m. In forest and urban areas, the shift between the DEM and the GNSS increases by ∼0.5 m. The metric accuracy of the TanDEM-X DEM paves the way for new applications for long-term deformation monitoring of this area.https://ieeexplore.ieee.org/document/9340271/Digital elevation model (DEM)geophysicsGlobal Navigation Satellite Systems (GNSS)land applicationsquality controlsurface topography
collection DOAJ
language English
format Article
sources DOAJ
author Pierre Briole
Simon Bufferal
Dimitar Dimitrov
Panagiotis Elias
Cyril Journeau
Antonio Avallone
Konstantinos Kamberos
Michel Capderou
Alexandre Nercessian
spellingShingle Pierre Briole
Simon Bufferal
Dimitar Dimitrov
Panagiotis Elias
Cyril Journeau
Antonio Avallone
Konstantinos Kamberos
Michel Capderou
Alexandre Nercessian
Using Kinematic GNSS Data to Assess the Accuracy and Precision of the TanDEM-X DEM Resampled at 1-m Resolution Over the Western Corinth Gulf, Greece
IEEE Journal of Selected Topics in Applied Earth Observations and Remote Sensing
Digital elevation model (DEM)
geophysics
Global Navigation Satellite Systems (GNSS)
land applications
quality control
surface topography
author_facet Pierre Briole
Simon Bufferal
Dimitar Dimitrov
Panagiotis Elias
Cyril Journeau
Antonio Avallone
Konstantinos Kamberos
Michel Capderou
Alexandre Nercessian
author_sort Pierre Briole
title Using Kinematic GNSS Data to Assess the Accuracy and Precision of the TanDEM-X DEM Resampled at 1-m Resolution Over the Western Corinth Gulf, Greece
title_short Using Kinematic GNSS Data to Assess the Accuracy and Precision of the TanDEM-X DEM Resampled at 1-m Resolution Over the Western Corinth Gulf, Greece
title_full Using Kinematic GNSS Data to Assess the Accuracy and Precision of the TanDEM-X DEM Resampled at 1-m Resolution Over the Western Corinth Gulf, Greece
title_fullStr Using Kinematic GNSS Data to Assess the Accuracy and Precision of the TanDEM-X DEM Resampled at 1-m Resolution Over the Western Corinth Gulf, Greece
title_full_unstemmed Using Kinematic GNSS Data to Assess the Accuracy and Precision of the TanDEM-X DEM Resampled at 1-m Resolution Over the Western Corinth Gulf, Greece
title_sort using kinematic gnss data to assess the accuracy and precision of the tandem-x dem resampled at 1-m resolution over the western corinth gulf, greece
publisher IEEE
series IEEE Journal of Selected Topics in Applied Earth Observations and Remote Sensing
issn 2151-1535
publishDate 2021-01-01
description We assess the accuracy and the precision of the TanDEM-X digital elevation model (DEM) of the western Gulf of Corinth, Greece. We use a dense set of accurate ground coordinates obtained by kinematic Global Navigation Satellite Systems (GNSS) observations. Between 2001 and 2019, 148 surveys were made, at a 1 s sampling rate, along highways, roads, and tracks, with a total traveled distance of ∼25 000 km. The data are processed with the online Canadian Spatial Reference System precise point positioning software. From the output files, we select 885 252 coordinates from epochs with theoretical uncertainty below 0.1 m in horizontal and 0.2 m in vertical. Using specific calibration surveys, we estimate the mean vertical accuracy of the GNSS coordinates at 0.2 m. Resampling the DEM by a factor of 10 allows one to compare it with the GNSS in pixels of metric size, smaller than the width of the roads, even the small trails. The best fit is obtained by shifting the DEM by 0.47 ± 0.03 m upward, 0.10 ± 0.1 m westward, and 0.36 ± 0.1 m southward. Those values are 20 times below the nominal resolution of the DEM. Once the shift is corrected, the root mean square deviation between TanDEM-X DEM and GNSS elevations is 1.125 m. In forest and urban areas, the shift between the DEM and the GNSS increases by ∼0.5 m. The metric accuracy of the TanDEM-X DEM paves the way for new applications for long-term deformation monitoring of this area.
topic Digital elevation model (DEM)
geophysics
Global Navigation Satellite Systems (GNSS)
land applications
quality control
surface topography
url https://ieeexplore.ieee.org/document/9340271/
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