Related Experiment Video
Updated: Aug 7, 2025

Measuring and Mapping Patterns of Soil Erosion and Deposition Related to Soil Carbonate Concentrations Under Agricultural Management
Published on: September 12, 2017
Assessment of GNSS Galileo Contribution to the Modernization of CROPOS's Services
Danijel Šugar1, Ana Kliman2, Željko Bačić1
1Faculty of Geodesy, University of Zagreb, Kačićeva 26, 10000 Zagreb, Croatia.
Abstract:
CROPOS, as the Croatian GNSS network, was modernized and upgraded to support the Galileo system in 2019. Two of CROPOS's services-VPPS (Network RTK service) and GPPS (post-processing service)-were assessed for the contribution of the Galileo system to their performance. A station used for field testing was previously examined and surveyed to determine the local horizon and to carry out a detailed mission planning. The whole day of observation was divided into several sessions, each with a different visibility of Galileo satellites. A special observation sequence was designed: VPPS (GPS-GLO-GAL), VPPS (GAL-only), and GPPS (GPS-GLO-GAL-BDS). All observations were taken on the same station with the same GNSS receiver, Trimble R12. Each static observation session was post-processed in Trimble Business Center (TBC) in two different ways: considering all available systems (GGGB) and considering GAL-only observations. A daily static solution based on all systems (GGGB) was considered as the reference for the accuracy assessment of all obtained solutions. The results obtained with VPPS (GPS-GLO-GAL) and VPPS (GAL-only) were analyzed and assessed; the results obtained with GAL-only have shown a slightly higher scatter. It was concluded that the inclusion of the Galileo system in CROPOS has contributed to the availability and reliability of solutions but not to their accuracy. By complying with the observation rules and taking redundant measurements, the accuracy of GAL-only results can be improved.
More Related Videos
Related Concept Videos
Introduction to Global Positioning System
Types of Global Positioning System Surveys
Field Application of Global Positioning System
Errors in Global Positioning System
Design Example: Identifying the Locations of Monuments in the Field Using Global Positioning System Device
Geoid and Ellipsoid

