diplomska naloga
Tilen Urbančič (Author), Božo Koler (Mentor), Dušan Kogoj (Thesis defence commission member), Simona Savšek (Thesis defence commission member), Aleš Marjetič (Thesis defence commission member), Tomaž Ambrožič (Co-mentor)

Abstract

Določitev vertikalnih premikov v višinski geodetski mreži na območju Ljubljanske kotline

Keywords

geodezija;diplomska dela;UNI;izravnava;nivelmanska mreža;vertikalni premiki;deformacijska analiza;statistično testiranje;Ljubljanska kotlina;

Data

Language: Slovenian
Year of publishing:
Source: Ljubljana
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [T. Urbančič]
UDC: 528.33(497.4)(043.2)
COBISS: 5113441 Link will open in a new window
Views: 2150
Downloads: 536
Average score: 0 (0 votes)
Metadata: JSON JSON-RDF JSON-LD TURTLE N-TRIPLES XML RDFA MICRODATA DC-XML DC-RDF RDF

Other data

Secondary language: English
Secondary title: ǂThe ǂdetermination of the vertical displacements in the levelling networks onthe area of the Ljubljana basin
Secondary abstract: In graduate thesis proceedings, results and ascertainments of determination of the vertical displacements in levelling networks on the area of the Ljubljana basin are presented. Vertical displacements are consequence of geotectonic movements and can be measured with leveling method. This is the most accurate and very easy method for determination of height difference between two geodetic points. Vertical displacements of Ljubljana city levelling network are determine with comparison between four term measurements. The Ljubljana city leveling network includes the city of Ljubljana with its surroundings. Adjustment proceedings and results of individual leveling networks or leveling lines are presented. Results of adjustment are processed with two softwares. Unstable vertical points are determined in software PREMIK, stability of leveling network is statistically tested with software DAH (Deformation Analysis Hannover).
Secondary keywords: graduation thesis;geodesy;adjustment;levelling network;vertical displacement;deformation analysis;statistic testing;Ljubljana basin;
File type: application/pdf
Type (COBISS): Undergraduate thesis
Thesis comment: Univ. Ljubljana, Fak. za gradbeništvo in geodezijo
Pages: XI, 75 str., pril.
Type (ePrints): thesis
Title (ePrints): The determination of the vertical displacements in the levelling networks on the area of the
Keywords (ePrints): izravnava;nivelmanska mreţa;vertikalni premiki;deformacijska analiza;statistično testiranje;Ljubljanska kotlina
Keywords (ePrints, secondary language): adjustment;levelling network;vertical displacements;deformation analysis;statistic testing;Ljubljana basin
Abstract (ePrints): V diplomski nalogi so predstavljeni postopek, rezultati in ugotovitve določitve vertikalnih premikov reperjev višinskih geodetskih mrež na območju Ljubljanske kotline. Vertikalne premike, ki jih pripisujemo geotektonskem dogajanju, lahko enostavno določimo s postopkom niveliranja, ki je najnatančnejša metoda določevanja višinskih razlik med geodetskimi točkami. Vertikalni premiki reperjev mestne nivelmanske mreže Ljubljana, ki obsega Ljubljano s širšo okolico, so določeni s primerjavo štirih terminskih izmer. Predstavljeni so postopek in rezultati izravnave posameznih nivelmanskih mrež oz. nivelmanskih poligonov, rezultati določitve nestabilnih reperjev s programom PREMIK ter rezultati statističnega testiranja stabilnosti nivelmanske mreže po postopku deformacijske analize Hannover z uporabo programa DAH.
Abstract (ePrints, secondary language): In graduate thesis proceedings, results and ascertainments of determination of the vertical displacements in levelling networks on the area of the Ljubljana basin are presented. Vertical displacements are consequence of geotectonic movements and can be measured with leveling method. This is the most accurate and very easy method for determination of height difference between two geodetic points. Vertical displacements of Ljubljana city levelling network are determine with comparison between four term measurements. The Ljubljana city leveling network includes the city of Ljubljana with its surroundings. Adjustment proceedings and results of individual leveling networks or leveling lines are presented. Results of adjustment are processed with two softwares. Unstable vertical points are determined in software PREMIK, stability of leveling network is statistically tested with software DAH (Deformation Analysis Hannover).
Keywords (ePrints, secondary language): adjustment;levelling network;vertical displacements;deformation analysis;statistic testing;Ljubljana basin
ID: 8309814