Evaluation of Transition to Updated Regional Q-Geoid Model

Author:

Kaminskis J.1,Vallis A.2,Stamure I.3,Reiniks M.1,Geipele I.3,Zeltins N.4

Affiliation:

1. Riga Technical University , Department of Geomatics , 115 – 1/1 Meza Str., Riga , LV-1048 , Latvia

2. Ltd. Geostar, 20 Marupes street, Riga , Latvia LV-1002

3. Riga Technical University , Institute of Civil Engineering and Real Estate Economics , 6 – 210 Kalnciema Str., Riga , LV-1048 , Latvia

4. Institute of Physical Energetics , 11 Krivu Str., Riga , LV-1006 , Latvia

Abstract

Abstract During the last years, the European and the Nordic quasi-geoid models and existing national q-geoid models covered the territory of Latvia. There are many ways for comparison and tests of results achieved. Scientists and professionals can compare models directly at some special geodetic co-location stations or use GNSS/levelling sites. The results of this research can be used by scientists and specialists in the fundamental geodetic observations for independent monitoring of existing q-geoid models and evaluation of accuracy. The research aims at evaluating the transition to the best updated regional q-geoid model. The research objectives are the following: 1) to investigate and analyse the development of q-geoid model LV14; 2) to conduct precision research; 3) to assess the challenges of the European Vertical Reference System; 4) to draw conclusions that allow for further research in this area for development and improvement. Within the framework of the research, the authors have used a variety of research methods. Historical and logical approaches, comparative analysis and synthesis methods, as well as inductive – deductive data analysis methods have been selected for the research. A conclusion for such kind of studies is to implement the most appropriate q-geoid solution and to develop new astrogeodetic methods for unification, monitoring and for reliability of a geodetic reference network.

Publisher

Walter de Gruyter GmbH

Subject

General Physics and Astronomy,General Engineering

Reference24 articles.

1. 1. Aleksejenko, I., & Kosenko K. (2012). National Report of Latvia. NKG Working Group on Geoid and Height System, Latvian Geospatial Information Agency. Retrieved from http://www.nkg.fi/nkg/sites/default/files/WGGHS2012_NKG_Geoid_Heght_KKosenko.pdf.

2. 2. Aleksejenko, I., Sakne, J., Kalinka, M., Reiniks, M., Krikstaponis, B., Parseliunas, E.K., Petroskevicius, P., & Viskontas, P. (2012). The united geodetic vertical network of Latvia and Lithuania. Geodesy and Cartography, 38(1), 9–19.10.3846/20296991.2012.679800

3. 3. Ellmann, A. (2012). Considerations on the further improvements of regional geoid modelling over the Baltic countries. Geodezija ir Kartografija, 36(1), 5–15.10.3846/gc.2010.01

4. 4. Ellmann, A. (2004). The geoid for the Baltic countries determined by the least squares modification of Stoke’s formula. Doctoral Dissertation in Geodesy. Stocholm: Royal Institute of Technology (KTH), Department of Infrastructure.

5. 5. Esri Support GIS Dictionary. (2017). Definition of geoid. Retrieved from https://support.esri.com/en/other-resources/gis-dictionary/term/geoid

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