Pregled bibliografske jedinice broj: 934631
Accuracy Analysis of Geometric, Trigonometric and GNSS Height Difference Levelling
Accuracy Analysis of Geometric, Trigonometric and GNSS Height Difference Levelling // Zbornik radova - VI. hrvatski kongres o katastru / Roić, Miodrag (ur.).
Zagreb: Hrvatsko geodetsko društvo, 2018. str. 235-244 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 934631 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Accuracy Analysis of Geometric, Trigonometric and
GNSS Height Difference Levelling
Autori
Zrinjski, Mladen ; Barković, Đuro ; Baričević, Sergej ; Alaupović, Luka
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Zbornik radova - VI. hrvatski kongres o katastru
/ Roić, Miodrag - Zagreb : Hrvatsko geodetsko društvo, 2018, 235-244
ISBN
978-953-59018-2-2
Skup
6. hrvatski kongres o katastru i the 7th Land Administration Domain Model Workshop (LADM2018)
Mjesto i datum
Zagreb, Hrvatska, 11.04.2018. - 14.04.2018
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
3D cadaster ; geometric levelling ; GNSS levelling ; height differences ; trigonometric levelling
Sažetak
Establishment of 3D cadaster in Republic of Croatia is in our near future. There will be need for vast and more accurate vertical data. Methods that fulfill geodetic demands on height or height difference levelling are geometric, trigonometric and GNSS levelling (with the use of CROPOS). For the needs of comparison of accuracy of listed methods, a testing field in the City of Rijeka, Croatia, was set in the form of closed levelling traverse consisted of 12 points. Height differences between traverse points were determined by the means of all abovementioned methods. Because of well-known high accuracy of geometric levelling, height differences determined by geometric levelling method were set as reference values. Height differences determined by trigonometric and GNSS levelling are compared to reference values. Internal and external estimations of accuracy of conducted levelling are given.
Izvorni jezik
Engleski
Znanstvena područja
Geodezija
POVEZANOST RADA
Ustanove:
Geodetski fakultet, Zagreb