Reference frame densifications for Nordic and Baltic countries - From local analysis to common and consistent GNSS solutions

Terrestrial, Earth-fixed, reference frames are fundamental, but often unnoticeable, components for modern societies. Today, regional terrestrial reference frames are created and maintained by the measurement of continuously operating Global Navigation Satellite System (GNSS) reference stations. In F...

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Bibliographic Details
Main Author: Lahtinen, Sonja
Other Authors: National Land Survey of Finland, Maanmittauslaitos
Format: Doctoral or Postdoctoral Thesis
Language:English
Published: Aalto University 2023
Subjects:
Online Access:http://hdl.handle.net/10138/348158
Description
Summary:Terrestrial, Earth-fixed, reference frames are fundamental, but often unnoticeable, components for modern societies. Today, regional terrestrial reference frames are created and maintained by the measurement of continuously operating Global Navigation Satellite System (GNSS) reference stations. In Fennoscandia, glacial isostatic adjustment (GIA) causes deformation, also known as postglacial rebound, decreasing the accuracy of national static reference frames referring to the European Terrestrial Reference System 1989 (ETRS89). Considering the deformation is thus a necessity to accurately transform coordinates from the International Terrestrial Reference Frame (ITRF) to national ETRS89 realisations such as EUREF-FIN in Finland. This dissertation focused on estimating densified reference frame realisations in the global reference frames for the Nordic and Baltic countries. The work was carried out in the GNSS Analysis Centre project of the Nordic Geodetic Commission (NKG). It builds on eight local analysis centres, one in each country, processing its sub-net. The emphasis of the dissertation was on developing methods for combination of the sub-nets, analysis of the time series, and estimating a multi-year position and velocity solution, including uncertainties of the station velocities. The results showed that the sub-net solutions were consistent with the combined solution within 1–2 mm. The distribution of the GNSS processing into local sub-nets thus strengthened the daily solutions due to the redundantly processed reference stations. The station-wise position time series were analysed for offsets both manually and with the developed automatic approach with a 74 % success rate in respect to the manual interpretation. Station velocities were estimated for approximately 270 stations from daily position solutions. The lengths of time series varied between 3 and 20 years. Uncertainty levels of 0.10, 0.10, and 0.25 mm/y for the north, east, and up components respectively were reached with 10 years of data for more ...