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Vzpostavitev koordinatne osnove za izmero Županove jame : diplomska naloga
ID Mohorčič, Demi (Author), ID Marjetič, Aleš (Mentor) More about this mentor... This link opens in a new window, ID Sterle, Oskar (Comentor)

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Abstract
Diplomska naloga opisuje postopek vzpostavitve geodetske mreže v globalni koordinatni sistem. Delovišče je poleg Županove jame, saj bodo mrežo potrebovali pri poznejših meritvah. Pri terenski izmeri smo uporabili kombinacijo klasične terestrične izmere in izmere GNSS, ki so v nadaljevanju tudi podrobneje opisane. Da smo prišli do končnih koordinat točk, je bilo potrebno merske podatke predhodno obdelati ter izvesti horizontalno ter vertikalno izravnavo. Izravnavi sta potekali ločeno in na dva različna načina. Pri horizontalni izravnavi smo si pomagali s programom GemWin, pri vertikalni pa s programom VimWin. Končne koordinate so kljub zahtevnim okoliščinam za merjenje dosegle želeno natančnost, kar je bil cilj diplomske naloge.

Language:Slovenian
Keywords:geodezija, redukcija dolžin, geodetska mreža, GNSS izmera, girusna metoda, izravnava
Work type:Bachelor thesis/paper
Typology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Publisher:D. Mohorčič]
Year:2019
PID:20.500.12556/RUL-110710 This link opens in a new window
UDC:528.23:551.435.84(497.4)(043.3)
COBISS.SI-ID:8930913 This link opens in a new window
Publication date in RUL:19.09.2019
Views:1485
Downloads:223
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Secondary language

Language:English
Title:Establishment of the coordinative base for exemption Mayor's cave : graduation thesis
Abstract:
The thesis describes the process of establishing a geodetic network in a global coordinate system. The site is next to Županova jama cave as the network will be needed for later measurements. In the field gauge, a combination of classical terrestrial and GNSS measurements was used. These measurements are described in more detail below. In order to get to the final coordinates of the point, the measurement data had to be pre-processed and horizontal and vertical alignment was performed. The two alignments were done separately and in two different ways. GemWin was used for horizontal alignment and VimWin for vertical. Despite the challenging circumstances of the measurement, the final coordinates achieved the desired accuracy, which was the goal of the thesis.

Keywords:geodesy, distance reduction, geodetic network, GNSS measurement, sets of angles method, adjustment

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