diplomska naloga
Nataša Šalamon (Author), Simona Savšek (Mentor), Dušan Kogoj (Thesis defence commission member), Mojca Kosmatin Fras (Thesis defence commission member), Tomaž Ambrožič (Co-mentor)

Abstract

Določitev optimalnega geodetskega datuma v položajni geodetski mreži HE Formin

Keywords

geodezija;diplomska dela;UNI;kontrolne meritve;ugotavljanje stabilnosti;geodetski datum;posredna izravnava;transformacija S;premiki;

Data

Language: Slovenian
Year of publishing:
Source: Ljubljana
Typology: 2.11 - Undergraduate Thesis
Organization: UL FGG - Faculty of Civil and Geodetic Engineering
Publisher: [N. Šalamon]
UDC: 528.33:627.8(497.4)(043.2)
COBISS: 6261601 Link will open in a new window
Views: 2977
Downloads: 541
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Other data

Secondary language: English
Secondary title: Determination of the optimal geodetic datum in a horizontal geodetic network of the Formin hydroelectric power plant
Secondary abstract: In the graduation thesis, micro trigonometric network of the Formin hydroelectric power plant's dam is presented. In accordance with law, control measurements of the network are carried out twice a year since 1978. Precise measurements and data processing as well as the stability of the points which define geodetic datum, are significant for determination of the displacements of the control points. Based on geologic observations on the stability of the concrete pillars, geodetic datum in the network of the Formin Hydroelectric power plant was determined in 2004. The geodetic datum is determined by the reference points O4, O5 and O6. The stability of the points which determine geodetic datum as well as the stability of the other reference points is analysed in the thesis. The analysis is based on the data collected in the measurements carried out from 2008 to 2012. In the thesis, there are different ways of determination of the geodetic datum discussed. According to the numerically calculated and graphically presented relative displacements of the reference points during the term measurements, we estimate that probably the point O6 is unstable. Therefore, the points O4 and O5 are defined for the determination of the optimal geodetic datum. In the period discussed, displacements of the reference and control points in the dam are calculated with the new optimal geodetic datum. The results are evaluated and presented in graphs and tables.
Secondary keywords: graduation thesis;control measurements;determination of the stability;geodetic datum;adjustment with parameters;S-transformation;displacements;
File type: application/pdf
Type (COBISS): Undergraduate thesis
Thesis comment: Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo
Pages: XVI, 70 str., 2 pril.
Keywords (UDC): mathematics;natural sciences;naravoslovne vede;matematika;astronomy;astrophysics;space research;geodesy;astronomija;astrofizika;raziskovanje vesolja;geodesy;surveying;photogrammetry;remote sensing;cartography;geodezija;pregled terena;fotogrametrija;daljinsko zaznavanje;kartografija;geodetic surveying;applied sciences;medicine;technology;uporabne znanosti;medicina;tehnika;engineering;technology in general;inženirstvo;tehnologija na splošno;natural waterway;port;harbour and shore engineering;navigational;dredging;salvage and rescue facilities;dams and hydraulic power plant;tehnika naravnih vodnih poti;luk;pristanišč in obal;sredstva za plovbo;bagranje zaščito in reševanje;jezovi in hidroelektrarne;dams;hydraulic power plant works;jezovi;dela na hidroelektrarnah;
ID: 81106