The positioning performance of low-cost GNSS receivers in the Precise Point Positioning method

dc.contributor.authorKarabulut, Mustafa Fahri
dc.contributor.authorAykut, Nedim Onur
dc.contributor.authorAkpmar, Burak
dc.contributor.authorTopal, Gueldane Oku
dc.contributor.authorcakmak, Zuebeyir Bilal
dc.contributor.authorDoran, Bilge
dc.contributor.authorDindar, Ahmet Anıl
dc.date.accessioned2025-10-29T11:09:33Z
dc.date.issued2022
dc.departmentFakülteler, Mühendislik Fakültesi, İnşaat Bölümü
dc.description.abstractSatellite-based positioning, which started being developed in the mid-1960s for military purposes, is now used in almost every area. For the studies single and/or double frequency receivers are used. The cost of a receiver and antenna couple that have capable of high coordinate accuracies ranges from $3000 to $15000. With the production of Original Equipment Manufacturer (OEM) receivers, the cost of satellite-based location determination decreases to approximately one in 10 for the civilian user compared to the operations performed with geodetic receivers and antennas. However, although these receivers collect data in multi-Global Navigation Satellite System (GNSS) and frequencies, the accuracy of the coordinate values estimated is not as high as geodetic receivers and antennas. Therefore, it is necessary to carry out an accuracy study to obtain information about which studies can be used in. In this study, measurements were made at the UZEL point located on the roof of the Yildiz Technical University Geomatics Engineering Department by using the ZED-F9P-02B OEM multi GNSS receiver and ANN-MB L1/L2 multi-band GNSS patch antenna. The performance of the test results has been examined by comparing the results from CSRS(Canadian Spatial Reference System)-PPP with the coordinates of the UZEL point. As a result of the comparison, the difference between the coordinate determined with collected 3.5 hr data and the coordinates of the UZEL point has been determined as - 1.4 cm, 2.8 cm, and 9.3 cm in the East, North, and Height directions, respectively.
dc.description.sponsorshipYildiz Technical University Scientific Research Project Coordinator Unit [FCD-2021-4496]
dc.description.sponsorshipThis research was supported by Yildiz Technical University Scientific Research Project Coordinator Unit, project no: FCD-2021-4496 and presented at International Symposium on Applied Geoinformatics (ISAG2021). The authors thank CSRS-PPP online web service, NRCAN, TEQC and RTKLIB CONV, RTK PLOT softwares for processing and editing RINEX GNSS data.
dc.identifier.doi10.24425/agg.2022.141916
dc.identifier.issn2720-7242
dc.identifier.issue2
dc.identifier.orcid0000-0003-3168-8322
dc.identifier.orcid0000-0002-3076-1578
dc.identifier.orcid0000-0001-6703-7279
dc.identifier.orcid0000-0001-7548-2276
dc.identifier.urihttps://doi.org/10.24425/agg.2022.141916
dc.identifier.urihttps://hdl.handle.net/20.500.14854/5873
dc.identifier.volume71
dc.identifier.wosWOS:000904437600003
dc.identifier.wosqualityN/A
dc.indekslendigikaynakWeb of Science
dc.language.isoen
dc.publisherPolska Akad Nauk, Polish Acad Sciences
dc.relation.ispartofAdvances in Geodesy and Geoinformation
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı
dc.rightsinfo:eu-repo/semantics/openAccess
dc.snmzKA_WOS_20251020
dc.subjectlow-cost
dc.subjectGNSS
dc.subjectPPP
dc.subjectOEM receiver
dc.titleThe positioning performance of low-cost GNSS receivers in the Precise Point Positioning method
dc.typeArticle

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