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Izmera geodetske mreže za izračun premikov točk plazu Čikla
Pleterski, Žan (Author), Marjetič, Aleš (Mentor) More about this mentor... This link opens in a new window, Urbančič, Tilen (Co-mentor)

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Abstract
Območje Potoške planine velja za plazovito območje, zato se na tem območju spremlja pet plazov. Enega od teh predstavlja tudi plaz Čikla, ki bi ob svoji sprožitvi lahko ogrozil življenja in poškodbe infrastrukture na območju naselja Koroška Bela. Za potrebe spremljanja plazu je na območju plazu vzpostavljena terestrična geodetska mikromreža Čikla, na podlagi katere se računajo premiki kontrolnih točk in posledično ugotovi smer in hitrost drsenja območja. V diplomski nalogi predstavimo obliko mreže, stabilizacijo točk na terenu, terensko izmero in obdelavo. V procesu obdelave meritev smo s posredno izravnavo določili horizontalne in višinske koordinate točk in ocenili njihovo natančnost. Na podlagi primerjave rezultatov izravnave geodetske mreže za dve ločeni terminski izmeri smo lahko izračunali premike kontrolnih točk plazu.

Language:Slovenian
Keywords:Geodetska mreža, plaz Čikla, girusna metoda, trigonometrično višinomerstvo, izravnava, horizontalna mreža, višinska mreža, premiki kontrolnih točk
Work type:Bachelor thesis/paper (mb11)
Organization:FGG - Faculty of Civil and Geodetic Engineering
Year:2020
Views:147
Downloads:82
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Secondary language

Language:English
Title:The measurment of geodetic network for determining the movements of geodetic points of landslide Čikla
Abstract:
The area of Potoška planina is considered to be an landslide zone, so five landslides are monitored in this area. One of them is Čikla landslide, which, when triggered, could endanger lives and damage the infrastructure in the area of Koroška Bela. For the purpose of landslide monitoring, a terrestrial geodetic network of Čikla has been established in landslide area, on the basis of which movements of checkpoints will be calculate and consequently the direction and speed of sliding of the area will be determined. The thesis describes the shape of the network, the stabilization of points, geodetic measurement and processing. Paramentric adjustment was used to determine the horizontal and height coordinates of the check points and their accuracy was evaluated. Based on the comparison of the results of adjustment of geodetic network for two term measurmements, we were able to calculate movements of check points.

Keywords:Geodetic network, landslide Čikla, sets of anges, trigonometric levelling, adjustment, horizontal network, vertical network, the movements of check points

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