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Izmera geodetske mreže Vrtine-2 odlagališča Boršt Rudnika Žirovski Vrh : diplomska naloga
ID Stanić, Lucija (Author), ID Marjetič, Aleš (Mentor) More about this mentor... This link opens in a new window, ID Kogoj, Dušan (Co-mentor)

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Abstract
Glavni namen diplomske naloge je bil določiti koordinate točk geodetske mreže Vrtine-2 na odlagališču Boršt rudnika Žirovski vrh. Gre za izmero v letu 2019. Rezultate te izmere lahko primerjamo s predhodnimi izmerami in računamo morebitne premike točk na odlagališču. Za določitev koordinat smo izvedli precizno klasično terestrično geodetsko izmero z upoštevanjem vseh zahtev za dosego največje možne natančnosti. Merske vrednosti smo predhodno obdelali in jih pripravili za izravnavo po metodi najmanjših kvadratov. Izvedli smo ločeno horizontalno in višinsko izravnavo. Rezultati so izravnane položajne koordinate (y, x) ter višine (H) z visoko stopnjo natančnosti, kar je bil tudi cilj naloge.

Language:Slovenian
Keywords:geodetska mreža, girusna metoda, trigonometrično višinomerstvo, Leica Ts30, izravnava položajne mreže, izravnava višinske mreže
Work type:Bachelor thesis/paper
Typology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Publisher:L. Stanić]
Year:2019
PID:20.500.12556/RUL-110717 This link opens in a new window
UDC:528.235:268.472.3(497.4)(043.2)
COBISS.SI-ID:8964449 This link opens in a new window
Publication date in RUL:19.09.2019
Views:1332
Downloads:272
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Secondary language

Language:English
Title:The measurment of geodetic network Vrtine-2 landfill Boršt Žirovski vrh : graduation thesis
Abstract:
The main purpose of the diploma thesis was to determine the coordinates of the points in the geodetic network Vrtine-2 at the Borš landfill of the mine Rudnik Žirovski vrh. This is a measurement in 2019. The results of this measurement can be compared with the previous measurements and potential displacements of points in the landfill can be computed. To determine the coordinates, we performed a precise classical terrestrial geodetic survey, taking into account all the requirements to achieve the highest possible precision. The measurements were preprocessed and prepared for the least squares adjustment. We made horizontal and height adjustment separately. The results are the adjusted horizontal coordinates (y, x) and the height (H) with a high degree of precisions, which was also the goal of the task.

Keywords:geodetic network, gyrus method, trigonometric altimeter, Leica Ts30, horizontal network, height network

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