As part of the master's thesis, we established a geodetic network consisting of eight points. The measurements were performed with the classical terrestrial measurement method in combination with the static GNSS measurement method. Horizontal and height adjustment was performed separately by the method of least squares. The results of the adjustment were given in the national spatial coordinate system. The established geodetic basis was used to measure and calculate the control points. The control points were used to georeference the terrestrial laser scanning point cloud. The point cloud, which we registered, georeferenced, filtered and exported, enabled a visual presentation of the church of St. John the Baptist and the nearby stone bridge over the Jezernica river in Bohinj. During the measurement, the coordinates of the belfry of the church of St. John the Baptist were determined, as the bell tower is visible from the wider surroundings and thus useful for orientation in the future measurements. The coordinates of the church belfry were determined with the classical terrestrial measurement method and the static GNSS measurement method, as well as with the terrestrial laser scanning. The results of the calculation were evaluated and compared with each other. We further assessed the quality of the Slovenian triangle-based transformation model.
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