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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 Anil
dc.contributor.authorYigit, Cemal Oezer
dc.contributor.authorBezcioglu, Mert
dc.contributor.authorZafer, Anil
dc.date.accessioned2026-06-27T14:48:39Z
dc.date.issued2022
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.en
dc.description.sponsorshipYildiz Technical University Scientific Research Project Coordinator Unit [FCD-2021-4496]
dc.description.urihttps://doi.org/10.24425/agg.2022.141916
dc.identifier.doi10.24425/agg.2022.141916
dc.identifier.issn2720-7242
dc.identifier.issue2
dc.identifier.urihttps://hdl.handle.net/20.500.14981/65060
dc.identifier.volume71
dc.identifier.wos000904437600003
dc.language.isoeng
dc.publisherPOLSKA AKAD NAUK, POLISH ACAD SCIENCES
dc.relation.ispartofADVANCES IN GEODESY AND GEOINFORMATION
dc.rightsopenAccess
dc.subjectlow-cost
dc.subjectGNSS
dc.subjectPPP
dc.subjectOEM receiver
dc.subjectRemote Sensing
dc.titleThe positioning performance of low-cost GNSS receivers in the Precise Point Positioning method
dc.typeArticle
dspace.entity.typePublication
local.import.sourceWOS

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