doktorska disertacija
Abstract
V nalogi prikazujemo teoretični in praktični vidik vzpostavitve novega koordinatnega sistema
na osnovi ponovljenih opazovanj GNSS, ki se definira v petih korakih. V prvem
koraku določimo natančne koordinate geodetskih točk, ki jih v drugem koraku uskladimo
z globalnim koordinatnim sistemom. V globalnem koordinatnem sistemu, v tretjem
koraku, za geodetske točke, na osnovi ponovljenih izmer GNSS, določimo koordinate v
referenčni epohi s pripadajočimi vektorji hitrosti. Vzpostavitev lastnega koordinatnega
sistema predstavlja četrti korak, ki ga izvedemo s časovno odvisno prostorsko transformacijo.
Na osnovi ocenjenih vektorjev hitrosti v novem koordinatnem sistemu lahko v
zadnjem petem koraku, s kolokacijo po metodi najmanjših kvadratov, določimo še geokinematični model obravnavanega območja. Praktični del naloge smo izvedli na osnovi
ponovljenih geodetskih opazovanj GNSS na območju Slovenije in njene okolice v zadnjih
20-ih letih. Opazovanja smo pridobili tako na točkah pasivnega omrežja, kot tudi na
stalno delujočih postajah. Poleg prikaza vzpostavitve koordinatnega sistema, smo analizirali
tudi natančnost in točnost že vzpostavljenega koordinatnega sistema na osnovi
opazovanj GNSS, ki je v Sloveniji v uradni uporabi že od leta 2008.
Keywords
Grajeno okolje;geodezija;disertacije;GPS;metoda PPP;koordinatni sistem;koordinatni sestav;geodetski datum;
Data
Language: |
Slovenian |
Year of publishing: |
2015 |
Typology: |
2.08 - Doctoral Dissertation |
Organization: |
UL FGG - Faculty of Civil and Geodetic Engineering |
Publisher: |
[O. Sterle] |
UDC: |
528.22:624.04(043.2) |
COBISS: |
7248737
|
Views: |
2016 |
Downloads: |
599 |
Average score: |
0 (0 votes) |
Metadata: |
|
Other data
Secondary language: |
English |
Secondary title: |
Time dependent geodetic networks and coordinate systems |
Secondary abstract: |
This thesis represents the theoretical and practical aspects of establishing a new coordinate
system on the basis of repeated GNSS observations, which is defined in five steps. First,
we determine the precise coordinates of geodetic stations that are in the second step
transformed to a global coordinate system. In the third step we determine the coordinates
of geodetic stations for the reference epoch with their corresponding velocity vectors on the
basis of repeated GNSS observations. The fourth step is establishing a proper coordinate
system performed using a time-dependent spatial transformation. On the basis of the
estimated velocity vectors in the newly established coordinate system, the geokinematic
model of the corresponding territory can be determined with the least-squares collocation
in the final, fifth step. The practical part of the thesis is based on repeated GNSS
observations in the territory of Slovenia and its surroundings over the last 20 years. The
GNSS observations were obtained for the geodetic stations of the passive GNSS network
as well as for permanent GNSS stations. Besides, our work included the establishment
of a new coordinate system, and an analysis of the precision and accuracy of the already
established coordinate system based on GNSS observations, which has been officially used
in Slovenia since 2008. |
Secondary keywords: |
Built Environment;geodesy;doctoral thesis;PPP method;coordinate system;coordinate frame;geodetic datum; |
URN: |
URN:NBN:SI |
File type: |
application/pdf |
Type (COBISS): |
Doctoral dissertation |
Thesis comment: |
Univ. v Ljubljani, Fak. za gradbeništvo in geodezijo |
Pages: |
XXX, 194 str., [53] str. pril. |
ID: |
9062454 |