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Vzpostavitev koordinatne osnove cestnega odseka Zali log - Dača : diplomska naloga
ID Špacapan, Igor (Author), ID Stopar, Bojan (Mentor) More about this mentor... This link opens in a new window, ID Ambrožič, Tomaž (Comentor)

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MD5: 5909A10102A69AD9BBEF92F0644796F0
PID: 20.500.12556/rul/11ee5475-83a3-46cc-9f9f-ba49176bea54

Abstract
Cilj diplomske naloge je bilo določiti položaj navezovalnih točk, ki so kasneje služile za izmero poligonske mreže na cestnem odseku Zali log-Davča. Pri prvem pregledu terena smo namreč ugotovili, da je vsa obstoječa geodetska mreža na tem območju neuporabna. Nekatere točke so bile uničene, večina pa je bila popolnoma zaraščenih z gosto vegetacijo. Zato smo se odločili, da bomo določili položajne koordinate točkam, potrebnih za navezavo poligona, s pomočjo GPS tehnologije.

Language:Slovenian
Keywords:geodezija, diplomska dela, VSŠ, projekt GPS mreže, statična GPS mreža, izravnava GPS mreže, transformacija med koordinatnimi sistemi, projekt poligonske mreže, izmera priklepnega poligona, izravnava poligonske mreže
Work type:Undergraduate thesis
Typology:2.11 - Undergraduate Thesis
Organization:FGG - Faculty of Civil and Geodetic Engineering
Place of publishing:Ljubljana
Publisher:[I. Špacapan]
Year:2006
Number of pages:X, 53 str., pril.
PID:20.500.12556/RUL-32069 This link opens in a new window
UDC:528.28(043.2)
COBISS.SI-ID:3311969 This link opens in a new window
Publication date in RUL:10.07.2015
Views:2311
Downloads:458
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Secondary language

Language:English
Title:[Instalation of coordinated base of the road section Zali log - Davča] : graduation thesis
Abstract:
Define a position of leaning points was an aim of this thesis. Those points were afterwards used for poligon surveying on the road section Zali log-Davča. At first preview on the field we came to the conclusion, that any of the known geodetic point can not be used. Some of them were distroyed but most of them were grown over by bush and other vegetation. Therefore we decided to define coordinates of new geodetic points with GPS technology. Those points were afterwards used to lean a terestrical poligon.

Keywords:GPS network project, GPS static method, GPS network adjustment, transformation betwen coordinate systems, poligon network project, poligon network survey, poligon network adjustment

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