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Vključitev PP Radovljica v nivelmansko mrežo Slovenije : diplomska naloga
Grum, Štefka (Author), Koler, Božo (Mentor) More about this mentor... This link opens in a new window, Urbančič, Tilen (Co-mentor), Kuhar, Miran (Thesis defence commission member)

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Abstract
V diplomski nalogi je predstavljen postopek priključitve permanentne postaje v Radovljici v nivelmansko mrežo Slovenije. Vključitev dane permanentne postaje je potrebna zaradi uporabe točke za vpetje ploskve novega geoida. Prvi del diplomske naloge predstavlja teoretične osnove. Na kratko je opisan trenutni vertikalni datum višinske mreže Slovenije v Trstu, različni geodetski višinski sistemi ter razlika med staro in novo ploskvijo geoida. Opisane so tudi metode, ki so bile uporabljene na terenu. Merjenje horizontalnih smeri ter merjenje dolžin smo uporabili za določitev horizontalnega položaja točk lokalne mreže in permanentne postaje, za navezavo PP Radovljica na nivelmansko mrežo pa smo uporabili precizno nivelmansko izmero in trigonometrično višinomerstvo. Pri vseh uporabljenih metodah in postopkih so opisani računski postopki do končnih rezultatov in ocene natančnosti. V drugem delu so prikazani rezultati terenske izmere, obdelava podatkov ter končna izravnava in izračunana natančnost pridobljenih rezultatov.

Language:Slovenian
Keywords:geodezija, diplomska naloga, VSŠ, TUN, geoid, permanentna postaja Radovljica, višinski sistem, določanje položaja, nivelmanska mreža
Work type:Bachelor thesis/paper (mb11)
Tipology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Year:2016
Publisher:[Š. Grum]
Number of pages:XVI, 44 str., 4 pril.
UDC:528.2/.3(497.4)(043.2)
COBISS.SI-ID:7635553 This link opens in a new window
Views:1547
Downloads:613
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Secondary language

Language:English
Title:The inclusion of permanent GNSS station Radovljica into levelling network of Slovenia
Abstract:
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.

Keywords:geodesy, graduation thesis, geoid, ermanent GNSS station Radovljica, permanent GNSS station Radovljica, high system, determining of the location, determining of the amount, levelling network

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