Primerjava elipsoidnih in normalnih ortometričnih višin

Povzetek

Ključne besede

Podatki

Jezik:	Slovenski jezik
Leto izida:	2009
Izvor:	Ljubljana
Tipologija:	2.11 - Diplomsko delo
Organizacija:	UL FGG - Fakulteta za gradbeništvo in geodezijo
Založnik:	[B. Golob]
UDK:	528.21:528.28:528.38(043.2)
COBISS:	4611169
Št. ogledov:	1927
Št. prenosov:	510
Ocena:	0 (0 glasov)
Metapodatki:

Ostali podatki

Sekundarni jezik:	Angleški jezik
Sekundarni naslov:	Compartion of the elipsoid heights and normal ortometric heights
Sekundarni povzetek:	In diploma work are represented comparisons of normal ortometric and elipsoid heights along levelling line Šempeter near Nova Gorica and Most na Soči. The figure of the Earth and it shape are the concept of geodetic date which is the basis for determination of points coordinates. Further is represented the geoid, its definition and its meaning and importance in modern geodesy. Methods and instruments for gravity force acceleration measurements are presented and are also in briefly written different types of heights and height systems. There are some writing about concept of GPS, the methods of GPS field work and the capabilities of GPS technology in geodetic sense. With help of University of Ljubljana Faculty of Civil and Geodetic Engineering and Surveying and Mapping Authority of the Republic Slovenia, I performed also field measurements. The results are presented in the form tablets and graphics. At the end are presented the comparation of normal ortometric heights in State height system, heights computed on basis of elipsoid heights and interpolated geoid ondulations.
Sekundarne ključne besede:	graduation thesis;geodesy;normal ortometric heights;elipsoid heights;GPS;levelling;heights systems;
Vrsta datoteke:	application/pdf
Vrsta dela (COBISS):	Diplomsko delo
Komentar na gradivo:	Univ. Ljubljana, Fakulteta za gradbeništvo in geodezijo
Strani:	XIV, 82 str., pril.
Vrsta dela (ePrints):	thesis
Naslov (ePrints):	Comparation of the elisoid heights and normal ortometric heights
Ključne besede (ePrints):	normalne ortometrične višine;elipsoidne višine;GPS;niveliranje;višinski sistemi
Ključne besede (ePrints, sekundarni jezik):	normal ortometric heights;elipsoid heights;GPS;levelling;heights systems
Povzetek (ePrints):	V diplomskem delu so primerjane normalne ortometrične in elipsoidne višine na relaciji Šempeter pri Novi Gorici - Most na Soči. Predstavljena je Zemlja in njena oblika ter geodetski datum, ki je osnova za določitev koordinat točk. Predstavljen je tudi geoid, njegovo določanje in njegov pomen v sodobni geodeziji. Predstavljene so tudi metode določitve težnostnega pospeška in fizikalne osnove, kot tudi instrumenti s katerimi ga merimo. V nadaljevanju so navedeni višinski sistemi, ki jih uporabljamo v geodeziji. Vsak tip višine je posebej predstavljen in tudi določitev le-te. Na kratko je predstavljen koncept delovanja GPS sistema, metode GPS opazovanj in natančnost GPS metod. S pomočjo Geodetske uprave Republike Slovenije in Fakultete za gradbeništvo in geodezijo smo izvedli terenske meritve. Rezultati so podani v preglednicah in grafikonih. Na koncu so predstavljene razlike med geoidnimi višinami, ki so določene iz modela geoida in na osnovi izvedene nivelmanske in GPS izmere
Povzetek (ePrints, sekundarni jezik):	In diploma work are represented comparisons of normal ortometric and elipsoid heights along levelling line Šempeter near Nova Gorica and Most na Soči. The figure of the Earth and it shape are the concept of geodetic date which is the basis for determination of points coordinates. Further is represented the geoid, its definition and its meaning and importance in modern geodesy. Methods and instruments for gravity force acceleration measurements are presented and are also in briefly written different types of heights and height systems. There are some writing about concept of GPS, the methods of GPS field work and the capabilities of GPS technology in geodetic sense. With help of University of Ljubljana Faculty of Civil and Geodetic Engineering and Surveying and Mapping Authority of the Republic Slovenia, I performed also field measurements. The results are presented in the form tablets and graphics. At the end are presented the comparation of normal ortometric heights in State height system, heights computed on basis of elipsoid heights and interpolated geoid ondulations.
Ključne besede (ePrints, sekundarni jezik):	normal ortometric heights;elipsoid heights;GPS;levelling;heights systems
ID:	8310190