Abstract

Satellite positioning methods [global navigation satellite system (GNSS) positioning] are used for various applications, which is especially true in the case of the real-time kinematic (RTK) method. This method provides real-time differential data for surveyors to achieve reliable positioning accuracy. In this paper, theoretical foundations for testing the GNSS receivers according to ISO 17123-8 standard are introduced. Using this standard, the positioning performance of a geodetic GNSS receiver Trimble R8s was evaluated using Bosnian Active GNSS Network Bosnia and Herzegovina positioning service (BIHPOS) and a conventional base-rover RTK solution. The main purpose of this study is to evaluate the relationship between the ranging pole support and the quality of the RTK position solution. Besides that, results from RTK positioning using a single base station versus a network of base stations are also compared. Several comprehensive tests were conducted, which involved the most common field procedures where the pole is hand-held by the surveyor and positioned vertically using a circular bubble, whereas in other experiments, a bipod was attached to the range pole, and the GNSS instrument was mounted directly to a tripod via optical plummet-equipped tribrach. The precision, absolute accuracy, and relative accuracy of positioning solutions obtained from these experiments were compared and discussed. The results indicate that regardless of how the RTK range pole was supported, the effect of rover pole holding is within the error of satellite surveys. Furthermore, it was confirmed that using a bipod or a steady hand can produce as accurate RTK results as a tripod.

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Data Availability Statement

The data supporting this study’s findings are available from the corresponding author upon reasonable request.

Acknowledgments

This research was supported by the Ministry of Science, Higher Education and Youth of Sarajevo Canton, under Contract No. 27-02-11-4375-5/21.

References

Allahyari, M., M. J. Olsen, D. T. Gillins, and M. L. Dennis. 2018. “Tale of two RTNs: Rigorous evaluation of real-time network GNSS observations.” J. Surv. Eng. 144 (2): 05018001. https://doi.org/10.1061/(ASCE)SU.1943-5428.0000249.
Bakuła, M., S. Oszczak, and R. Pelc-Mieczkowska. 2009. “Performance of RTK positioning in forest conditions: Case study.” J. Surv. Eng. 135 (3): 125–130. https://doi.org/10.1061/(ASCE)0733-9453(2009)135:3(125).
de Franca, L. L. S., A. D. T. da Penha, and J. A. B. de Carvalho. 2019. “Comparison between absolute and relative positional accuracy assessment—A case study applied to digital elevation models.” Bol. De Cienc. Geodesicas 25 (1): e2019003. https://doi.org/10.1590/s1982-21702019000100003.
Edwards, S. J., P. J. Clarke, N. T. Penna, and S. Goebell. 2010. “An examination of network RTK GPS services in Great Britain.” Surv. Rev. 42 (316): 107–121. https://doi.org/10.1179/003962610X12572516251529.
Elaksher, A., T. Ali, F. Kamtchang, C. Wegmann, and A. Guerrero. 2020. “Performance analysis of multi-GNSS static and RTK techniques in estimating height differences.” Int. J. Digital Earth 13 (5): 586–601. https://doi.org/10.1080/17538947.2018.1550118.
Franklin, K. D. 2017. “Centering error for range poles.” Master’s thesis, Dept. of Natural Resources and the Environment, Univ. of Connecticut. https://opencommons.uconn.edu/gs_theses/1069.
Franklin, K. D., and T. H. Meyer. 2016. “Centering error for range poles.” Surv. Land Inf. Sci. 72 (2): 77–84.
Garrido-Carretero, M. S., M. C. de Lacy-Pérez de los Cobos, M. J. Borque-Arancón, A. M. Ruiz-Armenteros, R. Moreno-Guerrero, and A. J. Gil-Cruz. 2019. “Low-cost GNSS receiver in RTK positioning under the standard ISO-17123-8: A feasible option in geomatics.” Measurement 137 (Apr): 168–178. https://doi.org/10.1016/j.measurement.2019.01.045.
Ghilani, C. D., and P. R. Wolf. 2015. Elementary surveying: An introduction to geomatics. 14th ed. Upper Saddle River, NJ: Pearson Education.
Gučević, J., S. Delčev, V. Ogrizović, S. Miljković, and M. Kuburić. 2018. “In-situ testing of GNSS receivers in compliance with ISO 17123-8 procedure.” In Proc., Contemporary Achievements in Civil Engineering, edited by M. Bešović, I. Miličić, and O. Gabrić, 735–743. Subotica, Serbia: Univ. of Novi Sad.
Heister, H. 2008. “The new ISO standard 17123-8 for checking GNSS field measuring systems.” In Proc., FIG Working Week 2008—Integrating Generations. Copenhagen, Denmark: International Federation of Surveyors.
Henning, W. 2006. “The New RTK—Changing Techniques for GPS Surveying in the USA.” Surv. Land Inf. Sci. 66 (2): 107–110.
Henning, W. 2008. “The Role of F.I.G. in leading the development of international real-time positioning guidelines.” In Proc., FIG Working Week 2008—Integrating Generations. Copenhagen, Denmark: International Federation of Surveyors.
ISO. 2015. Optics and optical instruments—Field procedure for testing geodetic and surveying instruments—Part 8: GNSS field measurement systems in real-time kinematic (RTK). Geneva: ISO.
ISO. 2020. “ISO—17.180.30—Optical measuring instruments.” Accessed September 12, 2020. https://www.iso.org/ics/17.180.30/x/.
Kahmen, H., and W. Faig. 1988. Surveying. Berlin: Walter de Gruyter.
Kent, G. 2006. “Relative positional accuracy.” Am. Surveyor 3 (5): 2.
Leica. 2020. “How to check if your surveyors are holding the pole vertically with the Leica GS18 T | Leica Geosystems.” Accessed October 15, 2020. https://leica-geosystems.com/products/gnss-systems/smart-antennas/leica-gs18-t/store-tilt-functionality-gs18-t.
Luo, X., S. Schaufler, M. Carrera, and I. Celebi. 2018. “High-precision RTK positioning with calibration-free tilt compensation.” In Proc., FIG Congress 2018. Embracing our Smart World Where the Continents Connect: Enhancing the Geospatial Maturity of Societies. Copenhagen, Denmark: International Federation of Surveyors.
Martin, D. 2008. “Review of standards, best practice, testing and calibration in global navigation satellite system (GNSS).” In Proc., FIG Working Week 2008—Integrating Generations, 14-19th of June 2008. Copenhagen, Denmark: International Federation of Surveyors.
Meyer, T. H., and V. Pozdnyakov. 2013. “Checking GNSS-determined positions with EDM-observed distances.” Survey Rev. 45 (331): 275–280. https://doi.org/10.1179/1752270612Y.0000000033.
Mulić, M. 2018. Geodetski referentni sistemi [Geodetic reference systems.] [In Bosnian.] Sarajevo, Bosnia: Univ. of Sarajevo.
Paziewski, J., and P. Wielgosz. 2017. “Investigation of some selected strategies for multi-GNSS instantaneous RTK positioning.” Adv. Space Res. 59 (1): 12–23. https://doi.org/10.1016/j.asr.2016.08.034.
Pirti, A. 2008. “Evaluating the usage of RTK GPS Technique in the control of highway geometry.” Geodetski list 62 (4): 237–248.
Pirti, A. 2011. “Evaluating the repeatability of RTK GPS.” Surv. Rev. 43 (320): 177–186. https://doi.org/10.1179/003962611X12894696204984.
Prešeren Pavlovčič, P., L. Zalokar, A. Mencin, and B. Stopar. 2010. “Analiza preizkusa instrumentarija GNSS-RTK po navodilih standarda ISO 17123-8” [Analysis of GNSS-RTK instruments testing on the ISO 17123-8 instructions]. [In Slovenian.] Geodetski vestnik 54 (4): 607–626. https://doi.org/10.15292/geodetski-vestnik.2010.04.607-626.
Prochniewicz, D., R. Szpunar, J. Kozuchowska, V. Szabo, D. Staniszewska, and J. Walo. 2020. “Performance of network-based GNSS positioning services in Poland: A case study.” J. Surv. Eng. 146 (3): 05020006. https://doi.org/10.1061/(ASCE)SU.1943-5428.0000316.
Rachon, L., G. Nykiel, and M. Wrona. 2014. “GNSS receiver’s calibration method for RTK measurements based on ASG-EUPOS network.” In Proc., 14th SGEM GeoConference on Informatics, Geoinformatics and Remote Sensing, 301–306. Varna, Bulgaria: Survey, Geology, Ecology and Management. https://doi.org/10.5593/SGEM2014/B22/S9.038.
Savvaidis, P., I. M. Ifadis, I. Doukas, and K. Lakakis. 2004. “Calibrating geodetic instruments.” Int. J. Geoinf. 5: 18–21.
Schäfer, M., and T. Woodyer. 2015. “Assessing absolute and relative accuracy of recreation-grade and mobile phone GNSS devices: A method for informing device choice.” Area 47 (2): 185–196. https://doi.org/10.1111/area.12172.
Sioulis, A., M. Tsakiri, and D. Stathas. 2015a. “Evaluation of low cost GNSS receivers based on the ISO RTK standards.” In Proc., FIG Working Week 2015—From the Wisdom of the Ages to the Challenges of the Modern World. Copenhagen, Denmark: International Federation of Surveyors.
Sioulis, A., M. Tsakiri, and D. Stathas. 2015b. “Evaluation of low-cost, high sensitivity GNSS receivers based on the ISO RTK standards.” Int. J. Geomatics Geosci. 6 (2): 1597–1606.
Trimble Geospatial. 2015. “Trimble R8s | Integrated GNSS systems | Trimble geospatial.” Accessed October 18, 2020. https://geospatial.trimble.com/sites/geospatial.trimble.com/files/2017-10/Trimble%20R8s%20Datasheet.pdf.
Tsakiri, M., A. Sioulis, and G. Piniotis. 2017. “Compliance of low-cost, single-frequency GNSS receivers to standards consistent with ISO for control surveying.” Int. J. Metrol. Qual. Eng. 8: 12. https://doi.org/10.1051/ijmqe/2017006.
Tuno, N., A. Mulahusić, and D. Kogoj. 2017. “Improving the positional accuracy of digital cadastral maps through optimal geometric transformation.” J. Surv. Eng. 143 (3): 05017002. https://doi.org/10.1061/(ASCE)SU.1943-5428.0000217.
Tuno, N., D. Omićević, and D. Kogoj. 2011. “Ispitivanje GPS RTK prijemnika geotronics geotracer 2200” [Testing the GPS RTK receiver geotronics geotracer 2200]. [In Bosnian.] Geodetski glasnik 45 (40): 28–36.
Veton, H., B. Stopar, T. Ambrožič, G. Turk, and O. Sterle. 2020. “Testing multi-frequency low-cost GNSS Receivers for geodetic monitoring purposes.” Sensors 20 (16): 4375. https://doi.org/10.3390/s20164375.
Zhang, Q., Q. Chen, X. Niu, and C. Shi. 2019. “Requirement assessment of the relative spatial accuracy of a motion-constrained GNSS/INS in shortwave track irregularity measurement.” Sensors 19 (23): 5296. https://doi.org/10.3390/s19235296.
Zimić, Š., and E. Đonlagić. 2017. “Uvođenje novih geodetskih referentnih sistema u Bosni i Hercegovini” [Introduction of a new geodetic reference systems in Bosnia and Herzegovina]. [In Bosnian.] Geodetski glasnik 48: 154–164.
Zrinjski, M., Đ. Barković, and J. Gabela. 2016. “Review of new international standard for testing of GNSS RTK measuring systems.” In Proc., Int. Symp. on Engineering Geodesy (SIG) 2016, edited by R. Paar, A. Marendić, and M. Zrinjski, 235–244. Croatia, Zagreb: Croatian Geodetic Society.
Zrinjski, M., Đ. Barković, A. Tupek, and D. Radočaj. 2018. “Determining and analyzing the quality of GNSS RTK positioning.” Ann. Croatian Acad. Eng. 21 (1): 401–414.

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Go to Journal of Surveying Engineering
Journal of Surveying Engineering
Volume 148Issue 4November 2022

History

Received: Mar 26, 2021
Accepted: May 7, 2022
Published online: Jul 21, 2022
Published in print: Nov 1, 2022
Discussion open until: Dec 21, 2022

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Engineer, Federal Administration for Geodetic and Real Property Affairs, Hamdije Kreševljakovića 96, Sarajevo 71000, Bosnia and Herzegovina. ORCID: https://orcid.org/0000-0003-0477-9915. Email: [email protected]
Associate Professor, Faculty of Civil Engineering, Univ. of Sarajevo, Patriotske lige 30, Sarajevo 71000, Bosnia and Herzegovina (corresponding author). ORCID: https://orcid.org/0000-0002-1358-8435. Email: [email protected]
Full Professor, Faculty of Civil Engineering, Univ. of Sarajevo, Patriotske lige 30, Sarajevo 71000, Bosnia and Herzegovina. ORCID: https://orcid.org/0000-0002-9727-8708. Email: [email protected]
Jusuf Topoljak, Ph.D. [email protected]
Associate Professor, Faculty of Civil Engineering, Univ. of Sarajevo, Patriotske lige 30, Sarajevo 71000, Bosnia and Herzegovina. Email: [email protected]
Ph.D. Student, Faculty of Civil Engineering, Univ. of Sarajevo, Patriotske lige 30, Sarajevo 71000, Bosnia and Herzegovina. ORCID: https://orcid.org/0000-0002-5667-8131. Email: [email protected]
Dušan Kogoj, Ph.D. [email protected]
Associate Professor, Faculty of Civil and Geodetic Engineering, Univ. of Ljubljana, Jamova 2, Ljubljana 1000, Slovenia. Email: [email protected]

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