Please use this identifier to cite or link to this item: https://hdl.handle.net/20.500.13091/2951
Full metadata record
DC FieldValueLanguage
dc.contributor.authorBilgen, Burhaneddin-
dc.contributor.authorBülbül, Sercan-
dc.contributor.authorİnal, Cevat-
dc.date.accessioned2022-10-08T20:49:01Z-
dc.date.available2022-10-08T20:49:01Z-
dc.date.issued2022-
dc.identifier.issn0733-9453-
dc.identifier.issn1943-5428-
dc.identifier.urihttps://doi.org/10.1061/(ASCE)SU.1943-5428.0000403-
dc.identifier.urihttps://hdl.handle.net/20.500.13091/2951-
dc.description.abstractThe precise point positioning technique (PPP), an absolute positioning method, is widely used in geodetic point positioning. This study investigates the accuracy of the technique through statistical comparisons of the root mean square errors (RMSE), which arc calculated with coordinates obtained from online PPP services. For this purpose, we carried out a two-stage investigation. First, we chose two days, a high geomagnetic activity day and a quiet one. During the high geomagnetic activity day, the Kp index went above 7, and the Dst was below -170nt We uncovered the effect of geomagnetic activity by using the Automatic Precise Positioning Service (APPS), Canadian Spatial Reference System Precise Point Positioning (CSRS-PPP), and magic Global Navigation Satellite System (magicGNSS) PPP services. The results show that the three-dimensional (3D) RMSE are similar to 1.5 times higher during the high geomagnetic activity day during 1-, 2-, 4-, and 6-h session durations, than in the quiet day. However, when the session duration increases to 24 h, the effects of geomagnetic activities are significantly eliminated. In the second stage, we chose 31 consecutive days without significant geomagnetic activities and obtained PPP-derived coordinates for 1-, 2-, 4-, 6-, and 24-h from APPS, CSRS-PPP, magicGNSS, and Trimble real-time extended (RTX). We compared the PPP-derived coordinates with Australian Online GPS Processing Service (AUSPOS)- and Online Positioning User Service (OPUS)-derived reference coordinates. As a result, we determined that, as the session duration increases, the 3D RMSE decreases, and therefore the position accuracy increases. In terms of 3D RMSE, CSRS-PPP yielded the best results in all scenarios. Finally, we concluded that 3D RMSE decreased by approximately 55.8%, 18.1%, 7.7%, and 6.2%, when session durations increased from 1 h to 2 h, 2 to 4 h, 4 to 6 h, and 6 to 24 h, respectively. (C) 2022 American Society of Civil Engineers.en_US
dc.language.isoenen_US
dc.publisherAsce-Amer Soc Civil Engineersen_US
dc.relation.ispartofJournal of Surveying Engineeringen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectAccuracyen_US
dc.subjectOnline relative positioning servicesen_US
dc.subjectPrecise point positioning (PPP)en_US
dc.subjectRoot mean square errors (RMSE)en_US
dc.subjectWeb-based online PPP servicesen_US
dc.titleStatistical Comparison on Accuracies of Web-Based Online PPP Servicesen_US
dc.typeArticleen_US
dc.identifier.doi10.1061/(ASCE)SU.1943-5428.0000403-
dc.identifier.scopus2-s2.0-85135012298en_US
dc.departmentFakülteler, Mühendislik ve Doğa Bilimleri Fakültesi, Harita Mühendisliği Bölümüen_US
dc.authoridBilgen, Burhaneddin/0000-0002-1955-7568-
dc.authorwosidBULBUL, Sercan/ABF-6270-2021-
dc.authorwosidBilgen, Burhaneddin/A-4364-2018-
dc.identifier.volume148en_US
dc.identifier.issue4en_US
dc.identifier.wosWOS:000853929500003en_US
dc.institutionauthorBilgen, Burhaneddin-
dc.institutionauthorBülbül, Sercan-
dc.institutionauthorİnal, Cevat-
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.authorscopusid57202032688-
dc.authorscopusid57196346482-
dc.authorscopusid24587100500-
dc.identifier.scopusqualityQ3-
item.grantfulltextembargo_20300101-
item.fulltextWith Fulltext-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.openairetypeArticle-
crisitem.author.dept02.08. Department of Geomatic Engineering-
crisitem.author.dept02.08. Department of Geomatic Engineering-
crisitem.author.dept02.08. Department of Geomatic Engineering-
Appears in Collections:Mühendislik ve Doğa Bilimleri Fakültesi Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collections
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collections
Files in This Item:
File SizeFormat 
(ASCE)SU.1943-5428.0000403.pdf
  Until 2030-01-01
2.58 MBAdobe PDFView/Open    Request a copy
Show simple item record



CORE Recommender

Page view(s)

78
checked on May 6, 2024

Download(s)

6
checked on May 6, 2024

Google ScholarTM

Check




Altmetric


Items in GCRIS Repository are protected by copyright, with all rights reserved, unless otherwise indicated.