Prediction of position errors of points in first order trigonometric network
Predikcija položajne greške tačaka trigonometrijske mreže prvog reda
Апстракт
During the establishment of first order trigonometric network in Serbia, the influence of Earth’s gravitational field on measurements was not considered. As a consequence, all points have position errors. With additional measurements and calculations, these errors were later determined for X and Y coordinates of each point. This paper uses geostatistical methods (regression kriging) to estimate error prediction model for any location in Serbia.
Извор:
Zbornik radova 6. međunarodne konferencije Savremena dostignuća u građevinarstvu 2018, 2018, 34, 717-725Издавач:
- Građevinski fakultet, Subotica
Напомена:
- Zbornik radova Građevinskog fakulteta
Институција/група
GraFarTY - CONF AU - Miljković, Stefan AU - Antonijević, Ognjen AU - Kilibarda, Milan PY - 2018 UR - https://grafar.grf.bg.ac.rs/handle/123456789/1586 AB - During the establishment of first order trigonometric network in Serbia, the influence of Earth’s gravitational field on measurements was not considered. As a consequence, all points have position errors. With additional measurements and calculations, these errors were later determined for X and Y coordinates of each point. This paper uses geostatistical methods (regression kriging) to estimate error prediction model for any location in Serbia. PB - Građevinski fakultet, Subotica C3 - Zbornik radova 6. međunarodne konferencije Savremena dostignuća u građevinarstvu 2018 T1 - Prediction of position errors of points in first order trigonometric network T1 - Predikcija položajne greške tačaka trigonometrijske mreže prvog reda EP - 725 SP - 717 VL - 34 DO - 10.14415/konferencijaGFS2018.070 ER -
@conference{ author = "Miljković, Stefan and Antonijević, Ognjen and Kilibarda, Milan", year = "2018", abstract = "During the establishment of first order trigonometric network in Serbia, the influence of Earth’s gravitational field on measurements was not considered. As a consequence, all points have position errors. With additional measurements and calculations, these errors were later determined for X and Y coordinates of each point. This paper uses geostatistical methods (regression kriging) to estimate error prediction model for any location in Serbia.", publisher = "Građevinski fakultet, Subotica", journal = "Zbornik radova 6. međunarodne konferencije Savremena dostignuća u građevinarstvu 2018", title = "Prediction of position errors of points in first order trigonometric network, Predikcija položajne greške tačaka trigonometrijske mreže prvog reda", pages = "725-717", volume = "34", doi = "10.14415/konferencijaGFS2018.070" }
Miljković, S., Antonijević, O.,& Kilibarda, M.. (2018). Prediction of position errors of points in first order trigonometric network. in Zbornik radova 6. međunarodne konferencije Savremena dostignuća u građevinarstvu 2018 Građevinski fakultet, Subotica., 34, 717-725. https://doi.org/10.14415/konferencijaGFS2018.070
Miljković S, Antonijević O, Kilibarda M. Prediction of position errors of points in first order trigonometric network. in Zbornik radova 6. međunarodne konferencije Savremena dostignuća u građevinarstvu 2018. 2018;34:717-725. doi:10.14415/konferencijaGFS2018.070 .
Miljković, Stefan, Antonijević, Ognjen, Kilibarda, Milan, "Prediction of position errors of points in first order trigonometric network" in Zbornik radova 6. međunarodne konferencije Savremena dostignuća u građevinarstvu 2018, 34 (2018):717-725, https://doi.org/10.14415/konferencijaGFS2018.070 . .