In the graduation thesis are presented the process of annexation permanent GNSS station in Radovljica into the leveling network of Slovenia. The inclusion of a given permanent GNSS station is needed because the application of point clamping surface of the new geoid.
The first part is present the theoretical basis. It briefly described the current vertical date of height system of Slovenia in Trieste, different geodetic height systems and difference between of old and new surface of the geoid. Also described are methods which have been used in the field. Measuring the horizontal directions and measuring of the lengths were used to determine the horizontal position of points in the local network and point of permanent GNSS station. For connecting of permanent GNSS station Radovljica in leveling network was used geometric and trigonometric leveling. For all the methods and procedures are described calculation procedures to the final results and estimates of accuracy.