The transition from ellipsoidal geodetic coordinates to rectangular 3D coordinates is quite simple, while the reverse procedure is somehow more complex due to the mathematical relationship between the ellipsoidal width and 3D coordinates. Until now, several methods for solving this problem have been defined and described in geodetic literature. In ...

By Tanja Đukanović, Slavko Vasiljević, Dragana Marković, Slavica Ilijević

The paper presents the procedure of geodetic control of the geometry of a residential-business building under construction, by testing the compliance of the position of the designed and constructed characteristic points of the building. It is described the manner of designing and establishing a geodetic network from which the marking and control of...

By Vladan Janković, Slavko Vasiljević, Branko Božić

The paper presents the procedure for designing a geodetic system for continuous dam monitoring and equipment necessary for the application of the Global Navigation Satellite System (GNSS). It also points out the conditions that must be respected when choosing the position of the network points and indicates the advantages and disadvantages of this ...

By Slavko Vasiljević, Branko Milovanović