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Določitev nevertikalnosti zvonika v Črnem Kalu : diplomska naloga
Šuštar, Tomaž (Author), Koler, Božo (Mentor) More about this mentor... This link opens in a new window, Urbančič, Tilen (Co-mentor), Kuhar, Miran (Thesis defence commission member), Drobne, Samo (Thesis defence commission member)

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Abstract
V diplomski nalogi je opisan postopek in osnovne enačbe, potrebne za določitev nevertikalnosti zvonika. S klasično geodetsko izmero smo izmerili geodetsko mrežo. Na terenu smo izmerili meteorološke parametre, ki smo jih kasneje uporabili pri redukciji dolžin. Izvedli smo ločeni izravnavi horizontalne in višinske geodetske mreže. S točk geodetske mreže smo s polarno metodo izmerili karakteristične točke zvonika in tako pridobili njegov položaj in obliko. S pomočjo točk na temelju smo določili odmik osi zvonika od navpičnice, po določitvi višine zvonika pa tudi naklonski kot. Dobljene rezultate smo primerjali z rezultati obdelave oblaka točk terestričnega laserskega skeniranja iz druge diplomske naloge.

Language:Slovenian
Keywords:geodezija, diplomska naloga, VSŠ, TUN, zvonik, geodetska mreža, trigonometrično višinomerstvo, nevertikalnost, Črni Kal
Work type:Bachelor thesis/paper (mb11)
Tipology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Year:2015
Publisher:[T. Šuštar]
Number of pages:XVII, 30 str., [22] str. pril.
Place:Ljubljana
COBISS.SI-ID:7340385 This link opens in a new window
Views:1175
Downloads:422
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Secondary language

Language:English
Title:Determination of nonverticality of bell tower in Črni Kal
Abstract:
This graduate thesis presents methods and basic equations needed for practical determinations of non verticality of the bell tower . Geodetic network was established in local coordinate system, measured with classic terrestrial surveying methods, together with meteorological parameters, needed for distance reduction calculation. Separately, horizontal and vertical procedures of least square adjustment was calculated. Based on points with adjusted coordinates, the characteristic points of bell tower was measured. Using the points located on the base stone and on the top of the bell tower, the hight and lean angle was calculated. Theese results were compared with results of terrestrial laser scanning thesis.

Keywords:geodesy, graduation thesis, bell tower, geodetic network, trigonometric levelling, nonverticality, Črni Kal

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