Vključitev PP Radovljica v nivelmansko mrežo Slovenije

diplomska naloga

Štefka Grum (Author), Božo Koler (Mentor), Miran Kuhar (Thesis defence commission member), Tilen Urbančič (Co-mentor)

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.

Keywords

geodezija;diplomska naloga;VSŠ;TUN;geoid;permanentna postaja Radovljica;višinski sistem;določanje položaja;nivelmanska mreža;

Data

Language:	Slovenian
Year of publishing:	2016
Typology:	2.11 - Undergraduate Thesis
Organization:	UL FGG - Faculty of Civil and Geodetic Engineering
Publisher:	[Š. Grum]
UDC:	528.2/.3(497.4)(043.2)
COBISS:	7635553
Views:	1892
Downloads:	655
Average score:	0 (0 votes)
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Other data

Secondary language:	English
Secondary title:	ǂThe ǂinclusion of permanent GNSS station Radovljica into levelling network of Slovenia
Secondary 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.
Secondary 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;
File type:	application/pdf
Type (COBISS):	Bachelor thesis/paper
Thesis comment:	Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages:	XVI, 44 str., 4 pril.
ID:	9176134