Pregled bibliografske jedinice broj: 1000389
Accuracy Analysis of the Applicability of UAVs in Cadastral Surveys
Accuracy Analysis of the Applicability of UAVs in Cadastral Surveys // Conference Proceedings, 7th International Conference Contemporary Achievements in Civil Engineering 2019 / Bešević, Miroslav T. (ur.).
Subotica: University of Novi Sad – Faculty of Civil Engineering Subotica, 2019. str. 985-993 doi:10.14415/konferencijaGFS2019.091 (predavanje, međunarodna recenzija, cjeloviti rad (in extenso), znanstveni)
CROSBI ID: 1000389 Za ispravke kontaktirajte CROSBI podršku putem web obrasca
Naslov
Accuracy Analysis of the Applicability of UAVs in
Cadastral Surveys
Autori
Zrinjski, Mladen ; Barković, Đuro ; Tupek, Antonio ; Kober, Silvio
Vrsta, podvrsta i kategorija rada
Radovi u zbornicima skupova, cjeloviti rad (in extenso), znanstveni
Izvornik
Conference Proceedings, 7th International Conference Contemporary Achievements in Civil Engineering 2019
/ Bešević, Miroslav T. - Subotica : University of Novi Sad – Faculty of Civil Engineering Subotica, 2019, 985-993
ISBN
978-86-80297-78-1
Skup
7th International Conference Contemporary Achievements in Civil Engineering
Mjesto i datum
Subotica, Srbija, 23.04.2019. - 24.04.2019
Vrsta sudjelovanja
Predavanje
Vrsta recenzije
Međunarodna recenzija
Ključne riječi
UAV ; GNSS RTK ; cadastral survey ; parcel boundary coordinates ; parcel area
Sažetak
In the last several years, the application of Unmanned Aerial Vehicles (UAV) undoubtedly has an ever-growing trend. What was previously limited to military use only, today is increasingly turning to civilian use. This paper analyses the possibility of using unmanned aerial systems in cadastral surveys. For that purpose, a survey has been conducted on a test field near the city of Novi Marof in the Republic of Croatia. Selected parcels were measured both with the GNSS RTK method, utilizing a receiver Stonex S9IIIN Plus and with a Topcon Falcon 8 UAV. The basis for the analysis and result interpretation represented the parcel boundaries break point coordinates obtained by the GNSS RTK measurements and the coordinates obtained from the Digital OrthoPhoto map (DOP) generated from UAV data. Furthermore, the analysis of the computed parcel areas was performed.
Izvorni jezik
Engleski
Znanstvena područja
Geodezija
POVEZANOST RADA
Ustanove:
Geodetski fakultet, Zagreb