Sekundarni jezik: |
Angleški jezik |
Sekundarni naslov: |
Establishing a geodetic network for the purpose of setting-out facilities |
Sekundarni povzetek: |
The thesis consists of theoretical and practical part. The theoretical part treats surveying work
during the construction of buildings, old and new national coordinate system, the methods of
measurement of horizontal coordinates, and the transformation of coordinate systems. The
described method of setting out is polar, paper also describes GNSS measurement method,
method for measuring horizontal angles and zenith distances, reduction of measured slope
lengths, indirect adjustment of observations, which gives us the most likely value of the
horizontal coordinates of points in the geodetic network. For the purpose of establishing a
geodetic network was necessary to calculate the local transformation parameters, so the thesis
also presents transformation of coordinate systems. The practical part of the thesis relates to
the calculation of local transformation parameters with application SitraNet and to
measurements, calculations and adjustment surveying networks. Based on the results of
adjustment we compare coordinates of points of geodetic network, established by VRS
method of measurement, with the most likely values of the horizontal coordinates. |
Sekundarne ključne besede: |
graduation thesis;geodesy;setting-out facilities;coordinate system;terestical and GNSS method measurements;adjustment;transformation; |
Vrsta datoteke: |
application/pdf |
Vrsta dela (COBISS): |
Diplomsko delo |
Komentar na gradivo: |
Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo |
Strani: |
XII, 84 str., [32] pril. |
Vrsta dela (ePrints): |
thesis |
Naslov (ePrints): |
Establishing a geodetic network for the purpose of setting-out facilities |
Ključne besede (ePrints): |
zakoličevanje objektov;koordinatni sistem;terestična in GNSSmetoda
izmere;izravnava;transformacija |
Ključne besede (ePrints, sekundarni jezik): |
setting-out facilities;coordinate system;terestical and GNSS
method measurements;adjustment;transformation |
Povzetek (ePrints): |
Diplomska naloga je sestavljena iz teoretičnega in praktičnega dela. Teoretični del obravnava
geodetska dela med izgradnjo objektov, stari in novi državni koordinatni sistem, metode izmere
horizontalnih koordinat ter transformacijo koordinatnih sistemov. Opisana je polarna metoda
zakoličevanja, GNSS-metode izmere, girusna metoda merjenja horizontalnih kotov in zenitnih razdalj,
redukcija poševno merjenih dolžin z elektronskimi razdaljemeri, posredna izravnava opazovanj, s
katerimi pridobimo najverjetnejše vrednosti horizontalnih koordinat točk v geodetski mreži. Za
potrebe vzpostavitve geodetske mreže je bilo treba izračunati lokalne transformacijske parametre,
tako je v diplomski nalogi podrobneje predstavljena transformacija koordinatnih sistemov. Praktični
del naloge se nanaša na izračun lokalnih transformacijskih parametrov s spletno aplikacijo
SitraNet ter na meritve, izračun in izravnavo geodetske mreže. Na osnovi rezultatov izravnave
primerjamo koordinate točk geodetske mreže, določene z VRS-metodo izmere, z
najverjetnejšimi vrednostmi
horizontalnih koordinat. |
Povzetek (ePrints, sekundarni jezik): |
The thesis consists of theoretical and practical part. The theoretical part treats surveying work
during the construction of buildings, old and new national coordinate system, the methods of
measurement of horizontal coordinates, and the transformation of coordinate systems. The
described method of setting out is polar, paper also describes GNSS measurement method,
method for measuring horizontal angles and zenith distances, reduction of measured slope
lengths, indirect adjustment of observations, which gives us the most likely value of the
horizontal coordinates of points in the geodetic network. For the purpose of establishing a
geodetic network was necessary to calculate the local transformation parameters, so the thesis
also presents transformation of coordinate systems. The practical part of the thesis relates to
the calculation of local transformation parameters with application SitraNet and to
measurements, calculations and adjustment surveying networks. Based on the results of
adjustment we compare coordinates of points of geodetic network, established by VRS
method of measurement, with the most likely values of the horizontal coordinates. |
Ključne besede (ePrints, sekundarni jezik): |
setting-out facilities;coordinate system;terestical and GNSS
method measurements;adjustment;transformation |
ID: |
8312013 |