Gps + Galileo + Bds-3 Medium To Long-Range Single-Baseline Rtk: an Alternative for Network-Based Rtk?

dc.contributor.author Ogutcu, S.
dc.contributor.author Alcay, S.
dc.contributor.author Ozdemir, B.N.
dc.contributor.author Duman, H.
dc.contributor.author Koray, U.
dc.contributor.author Konukseven, C.
dc.contributor.author Bilal, N.G.
dc.date.accessioned 2023-10-02T11:17:35Z
dc.date.available 2023-10-02T11:17:35Z
dc.date.issued 2023
dc.description.abstract Thanks to the development of the real-time kinematic (RTK) algorithm and the emerging Global Navigation Satellite System (GNSS), especially for Galileo and BeiDou-3, reliable positioning accuracy for medium and long-baseline RTK became possible globally. Moreover, with the development of the GNSS receiver hardware, baseline length limitations due to radio-based communications are removed thanks to internet-based communication. In this work, single-baseline RTK, incorporated partial ambiguity resolution with troposphere and ionosphere weighting, using GPS (G), Galileo (E), BeiDou-3 (C3) and multi-GNSS (GE and GEC3), is conducted with real GNSS data of EUREF Permanent GNSS network under three different cutoff angles (10°, 20°, and 30°) for six different lengths of baselines (∼50, ∼150, ∼250, ∼350, ∼450, and ∼550 km). The results show that the multi-GNSS RTK solution significantly contributed to the positioning accuracy and convergence time of the single-system RTK solutions. Based on the results, non-available epoch-wise solutions for the high-degree cutoff angles are more obvious for the single-system RTK, whereas multi-GNSS solutions provide 100% solutions for each cutoff angle and baseline. The results indicate that instantaneous and a few epochs single-epoch ambiguity resolution is feasible for 50, 150, 250 and 350 km baseline lengths for multi-GNSS RTK. Based on the positioning results, horizontal-vertical positioning improvements of multi-GNSS RTK (GEC3) compared with the single-system GPS RTK are found as 50%-37%, 40%-35%, 55%-47%, 53%-54%, 57%-49% and 57%-49% for 50, 150, 250, 350, 450 and 550 km, respectively, under a 10° cutoff angle. For 20° and 30° cutoff angles, the accuracy improvements are much higher. The convergence time improvements (n/e/u) of multi-GNSS RTK (GEC3) compared with the single-system GPS RTK are found as 86/92/75%, 77/67/72%, 75/77/83%, 53/56/52%, 69/49/62%, and 52/45/39% for 50, 150, 250, 350, 450 and 550 km, respectively, under a 10° cutoff angle. Copyright © The Author(s), 2023. Published by Cambridge University Press on behalf of The Royal Institute of Navigation. en_US
dc.identifier.doi 10.1017/S0373463323000243
dc.identifier.issn 0373-4633
dc.identifier.issn 1469-7785
dc.identifier.scopus 2-s2.0-85170043269
dc.identifier.uri https://doi.org/10.1017/S0373463323000243
dc.identifier.uri https://hdl.handle.net/20.500.13091/4631
dc.language.iso en en_US
dc.publisher Cambridge University Press en_US
dc.relation.ispartof Journal of Navigation en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject GPS/Galileo/BDS-3; long baseline; Partial ambiguity resolution; real-time kinematic en_US
dc.title Gps + Galileo + Bds-3 Medium To Long-Range Single-Baseline Rtk: an Alternative for Network-Based Rtk? en_US
dc.type Article en_US
dspace.entity.type Publication
gdc.author.institutional
gdc.author.scopusid 56094904300
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gdc.bip.impulseclass C5
gdc.bip.influenceclass C5
gdc.bip.popularityclass C5
gdc.coar.access open access
gdc.coar.type text::journal::journal article
gdc.description.department KTÜN en_US
gdc.description.departmenttemp Ogutcu, S., Faculty of Engineering, Department of Geomatics Engineering, Necmettin Erbakan University, Konya, Turkey; Alcay, S., Faculty of Engineering, Department of Geomatics Engineering, Necmettin Erbakan University, Konya, Turkey; Ozdemir, B.N., Faculty of Engineering and Natural Sciences, Geomatics Engineering Department, Konya Technical University, Konya, Turkey; Duman, H., Faculty of Engineering, Department of Geomatics Engineering, Sivas Cumhuriyet University, Sivas, Turkey; Koray, U., Faculty of Engineering, Department of Geomatics Engineering, Necmettin Erbakan University, Konya, Turkey; Konukseven, C., Faculty of Engineering, Department of Geomatics Engineering, Necmettin Erbakan University, Konya, Turkey; Bilal, N.G., Faculty of Engineering, Department of Geomatics Engineering, Necmettin Erbakan University, Konya, Turkey en_US
gdc.description.endpage 486
gdc.description.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
gdc.description.scopusquality Q1
gdc.description.startpage 467
gdc.description.volume 76
gdc.description.wosquality Q2
gdc.identifier.openalex W4386328950
gdc.identifier.wos WOS:001097080700001
gdc.index.type WoS
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gdc.oaire.isgreen true
gdc.oaire.keywords 629
gdc.oaire.keywords real-time kinematic
gdc.oaire.keywords GPS/Galileo/BDS-3
gdc.oaire.keywords long baseline
gdc.oaire.keywords Partial ambiguity resolution
gdc.oaire.popularity 3.716146E-9
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gdc.oaire.sciencefields 01 natural sciences
gdc.oaire.sciencefields 0104 chemical sciences
gdc.oaire.sciencefields 0105 earth and related environmental sciences
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gdc.opencitations.count 3
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gdc.scopus.citedcount 3
gdc.virtual.author Özdemir, Behlül Numan
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