Namen diplomske naloge je na območju novozgrajenih objektov Univerze v Ljubljani, Fakultete za kemijo in kemijsko tehnologijo in Fakultete za računalništvo in informatiko, izdelati prečne profile Glinščice ter topografski načrt stanja po končanih gradbenih delih. Za potrebe izmere je bila vzpostavljena geodetska mreža. Približne koordinate točk so bile določene z GNSS-RTK metodo izmere v koordinatnem sistemu D48/GK. Topografska izmera je bila izvedena s klasično terestrično izmero. Za določitev višin točk mreže ter detajlnih točk je bila opravljena izmera po metodi trigonometričnega višinomerstva, mreža je navezana na mestno nivelmansko mrežo 1. reda. Predstavljena je obdelava pridobljenih podatkov, prikazani so rezultati izravnave in končni topografski prikaz ter izrisani prečni profili potoka. Topografski načrt je izdelan v programu GeoPro. Za vse izvedene postopke je bila opravljena tudi analiza natančnosti, ki potrjuje, da so končni izdelki zadovoljive kakovosti. The purpose of this thesis is to create transverse profiles of Glinščica and a topographic map of the situation after completion of construction work in the area of new buildings at the University of Ljubljana, Faculty of Chemistry and Chemical Engineering and the Faculty of Computer Science and Informatics. For the purpose of the measurements a geodetic network was established. The points of the geodetic network were recorded by GNSS measurement. The topographic survey was carried out by a classic terrestrial measurement. In order to obtain the altitude data, the method of trigonometric levelling was carried out as well as a connection to the city first order levelling network. The processing of the acquired data, the results of levelling and final topographic view and transverse profiles are all presented and shown in the present thesis. The land survey plan is made in the program GeoPro and serves to show the situation after the work carried out in the area. On the river, transverse profiles were obtained to get altitudes on the basis of which the line of the level is defined. An analysis of the accuracy of the altitude presentation was also carried out.
