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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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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