Določitev nadmorske višine navezovalne točke v Strunjanu : diplomska naloga

Zorinić, Polona (author), Koler, Božo (mentor), Kuhar, Miran (comentor)

Za potrebe vklopa modela geoida na morju smo na slovenski obali stabilizirali 8 točk. Točkam je potrebno določiti nadmorsko višino v višinskem sistemu SVS2000_Trst in SVS2010_Koper. V okviru diplomske naloge bo na nivelmansko mrežo navezana točka, ki je stabilizirana v Strunjanu. S statično GNSS izmero smo tej točki določili elipsoidno višino, na osnovi izmerjene elipsoidne višine in nadmorske višine točke, bomo določili merjeno geoidno višino, ki jo bomo uporabili za analizo kakovosti določitve geoidne višine, določene iz modela geoida SLOAMG_2000 in SLOAMG_2016.

• Language: Slovenian
• Keywords: nivelmanska mreža, navezovalna točka, geometrični nivelman, višinski sistem, višinski datum, model geoida, višinomerstvo GNSS
• Work type: Bachelor thesis/paper
• Typology: 2.11 - Undergraduate Thesis
• Organization: FGG - Faculty of Civil and Geodetic Engineering
• Publisher: [P. Zorinić]
• Year: 2018
• PID: 20.500.12556/RUL-103618
• UDC: 528.38(497.4Strunjan)(043.2)
• COBISS.SI-ID: 8543329
• Publication date in RUL: 20.09.2018

ZORINIĆ, Polona, 2018, Določitev nadmorske višine navezovalne točke v Strunjanu : diplomska naloga [online]. Bachelor’s thesis. P. Zorinić. [Accessed 26 April 2025]. Retrieved from: https://repozitorij.uni-lj.si/IzpisGradiva.php?lang=eng&id=103618

Secondary language

• Language: English
• Title: Determining the altitude of the reference point in Strunjan : graduation thesis

Abstract

8 reference points were stabilized on the sea of Slovenian coast, with the intention of launching a geoid model. These points had to have their altitudes assigned in the SVS2000_Trst and SVS_2010_Koper hight system. In this thesis, a reference point, stabilized in Strunjan, will be connected to the geometric leveling network. With the help of static GNSS levelling we assigned this reference point an ellipsoid altitude. Based on the measured ellipsoid altitude and the altitude of the reference point, we will determine the altitude of geoid, which will then be used to analyze the quality of the geoid altitude from the geoid model SLOAMG_2000 and SLOAMG_2016.

• Keywords: levelling network, reference point, geometric levelling, hight system, vertical datum, geoid model, GNSS levelling