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Umestitev Antonijevega rova v Idriji v državni koordinatni sistem : diplomska naloga
ID Dimc, Andraž (Author), ID Koler, Božo (Mentor) More about this mentor... This link opens in a new window, ID Urbančič, Tilen (Comentor)

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Abstract
V diplomski nalogi je obravnavana izmera poligona in določitev koordinat merskih točk v Antonijevem rovu v Idriji za umestitev rova v državni koordinatni sistem. Na podlagi izmere poligona in trigonometričnega višinomerstva smo za določitev koordinat merskim točkam ločeno izvedli višinsko in horizontalno izravnavo geodetske mreže. Poligon smo navezali na predhodno vzpostavljeno mikromrežo pred vhodom v rov, sestavljeno iz treh točk. Z izravnavo opazovanj smo dosegli nekaj milimetrsko natančnost, ki je glede na namen naše izmere zadovoljiva. Poleg same določitve koordinat merskim točkam in prikaza poteka rova smo vzpostavili tudi geodetsko osnovo za možnost izmere z drugimi tehnologijami, kot je na primer terestrično lasersko skeniranje.

Language:Slovenian
Keywords:Antonijev rov, potek rova, državni koordinatni sistem, D96/TM, SVS2010, girusna metoda, trigonometrično višinomerstvo, izravnava geodetske mreže.
Work type:Bachelor thesis/paper
Typology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Publisher:[A. Dimc]
Year:2019
PID:20.500.12556/RUL-117542 This link opens in a new window
UDC:528.236(497.4Idrija)(043.2)
COBISS.SI-ID:44793603 This link opens in a new window
Publication date in RUL:15.07.2020
Views:1644
Downloads:239
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Secondary language

Language:English
Title:Placement of the mine tunnel »Antonijev rov« in Idrija in the national coordinate system : graduation thesis
Abstract:
This diploma describes the measurement of the polygon and the determination of the coordinates of the measurement points in the mine tunnel »Antonijev rov« in Idrija for placement of the mine tunnel into the national coordinate system. Polygon measurement was based by the girus method and trigonometric levelling. The coordinate determination was based separated to vertical and horizontal components. Polygon was connected to a pre-established micro-network of three points outside the mine tunnel. By adjustment we have achieved a few millimetres accuracy, which is appropriate according to the purpose of our measurements. In addition to determining the coordinates and displaying the course of the mine tunnel we have also established a geodetic basis for the possibility of measuring with other technologies such as terrestrial laser scanning.

Keywords:The mine tunnel »Antonijev rov«, the course of the mine tunnel, national coordinate system, D96/TM, SVS2010, girus method, trigonometric levelling, network adjustment.

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