Stability tests for the network of permanent GNSS stations of the Republic of Srpska

Authors

  • Tanja Fržović University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy, Bosnia and Herzegovina, tanja.frzovic@aggf.unibl.org
  • Sanja Tucikešić University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy, Bosnia and Herzegovina, sanja.tucikesic@aggf.unibl.org https://orcid.org/0000-0002-6049-6242
  • Biljana Antunović University of Banja Luka, Faculty of Architecture, Civil Engineering and Geodesy, Bosnia and Herzegovina, biljana.antunovic@aggf.unibl.org https://orcid.org/0000-0003-3063-4816

DOI:

https://doi.org/10.7251/AGGPLUS2008052F

Keywords:

GNSS, permanent station, SRPOS network, reference system, IGS Reference Frame station, precise ephemerides

Abstract

The network of permanent GNSS stations of the Republic of Srpska is located in a fairly seismic area and belongs to different sides of regional faults. This paper provides an overview of the stability tests for fifteen permanent stations of the SRPOS network using the published precise ephemeris of the International GNSS Service (IGS) and the downloaded RINEX data from the permanent GNSS stations of the SRPOS network. The research was conducted for the data taken during the period from April 2015 to March 2016. The paper presents position vectors for permanent stations ranging from 0.71 mm (permanent station Srbac) to 22 mm (permanent station Nevesinje).

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Published

2020-12-30

How to Cite

[1]
T. Fržović, S. Tucikešić, and B. . Antunović, “Stability tests for the network of permanent GNSS stations of the Republic of Srpska”, AGG+, vol. 8, no. 1, pp. 052-062, Dec. 2020.

Issue

Vol. 8 No. 1 (2020): AGG+ Journal for Architecture, Civil Engineering, Geodesy and Related Scientific Fields

Section

Geodesy