The thesis focuses on the geodetic network located on the roof of the Faculty of civil and geodetic engineering. The network consists of four pillars. Due to the renovation of the pillars, a new determination of points’ coordinates was required. The coordinates were determined with static GNSS and precise classical terrestrial surveying methods. The result comprises adjusted horizontal coordinates and adjusted elipsoidal heights of the points. A special metal plate is mounted on the FGG3 pillar, featuring the reference point and two additional carriers for reflectors, one on the north, and one on the south side. The geometry of this plate was also measured using a caliper, and the results were later compared with values calculated from the adjusted network coordinates. The thesis presents all used geodetic instruments, software tools, measurment and computational methods, measurment results, and final adjustment outcomes.
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