diplomska naloga
Uroš Šeme (Author), Bojan Stopar (Mentor), Oskar Sterle (Co-mentor), Aleš Marjetič (Co-mentor)

Abstract

Na pobočju Straškega hriba so v gozdu skrite velike nestabilne skale, ki ogrožajo prebivalce naselja Straže in njihove vinograde. V diplomski nalogi je predstavljena vzpostavitev geodetske mreže, katere namen je izdelava detajlnega geodetskega načrta nevarnih skal v novem državnem koordinatnem sistemu D96/TM. Vzpostavitev geodetske mreže je vključevala združitev geodetskih GNSS in klasičnih terestričnih metod. Opisani so postopki predpriprav na meritve, GNSS in klasično terestrične meritve, ter obdelava le-teh. Med seboj smo primerjali in analizirali tudi dve GNSS metodi, ki se razlikujeta glede na uporabo postaj GNSS. Z obdelavo in izračunom meritev smo prišli do nekaj centimetrske natančnosti določitve koordinat točk, ki sestavljajo novo vzpostavljeno geodetsko mrežo.

Keywords

geodezija;diplomska naloga;UNI;GIG;geodetska mreža;geodetska točka;stari in novi državni koordinatni sistem;postaja VRS;mreža GNSS;klasična terestrična mreža;7- parametrična transformacija;izravnava;

Data

Language: Slovenian
Year of publishing:
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: U. Šeme
UDC: 528.235(497.4)(043.2)
COBISS: 6790241 Link will open in a new window
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Downloads: 659
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Other data

Secondary language: English
Secondary title: ǂThe ǂestablishment of surveying network for manufacturing a detailed plan of dangerous rocks
Secondary abstract: There are dangerous and unstable rocks hidden in the forest that covers the slope of the Straško hrib which threaten the inhabitants of the small town called Straža as well as their vineyards. In degree paper we describe the establishment of a geodetic network. A purpose of this network is to develop a detailed geodetic plan of dangerous rocks in the new national coordinate system D96/TM. The configuration of the geodetic network joined GNSS and classical terrestrial methods. We elaborate on the process of preliminary preparations to measurements, GNSS and classical terrestrial methods and also on their processing. Furthermore, we compared and analysed two of the GNSS methods which differ in the use of GNSS stations. Processing and calculating measurements, we generated coordinates with an accuracy of a few centimeters. These coordinates serve as a basis for the new geodetic network.
Secondary keywords: surveying network;geodetic point;the old and the new national coordinate system;VRS station;GNSS network;classical terrestrial network;7-parametric transformation;adjustment;
File type: application/pdf
Type (COBISS): Bachelor thesis/paper
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: X, 24 str., 19 str. pril.
ID: 8708338