Perbandingan Ketelitian Posisi Tiga Dimensi dari Perangkat Lunak Pengolahan Data GNSS Komersial
Syafril Ramadhon(1*), Wahyu Widiat Miko(2), Gian Nugraha(3)
(1) PPSDM Migas Kementerian ESDM
(2) PT. Asaba Surveying Division, Indonesia
(3) PT. GPSLands Indosolutions, Indonesia
(*) Corresponding Author
Abstract
Pasar receiver GNSS di Indonesia sudah semakin berkembang dan bergerak ke arah positif, yang ditandai dengan penjualan yang semakin meningkat serta semakin beragamnya merk receiver GNSS dan perangkat lunak pengolahan data yang ada di pasaran. Atas dasar banyaknya perangkat lunak pengolahan data GNSS yang beredar di Indonesia, maka rumusan masalah yang dikedepankan dalam penelitian ini adalah apakah setiap perangkat lunak pengolahan data GNSS dapat memberikan hasil koordinat tiga dimensi yang sama dari suatu data pengukuran. Oleh karena itu, penelitian ini bertujuan untuk membandingkan koordinat tiga dimensi hasil survey GNSS menggunakan tiga perangkat lunak pengolahan data GNSS komersial. Metode yang digunakan adalah dengan membandingkan data survey GNSS menggunakan metode relatif diferensial static pada moda radial pada delapan titik pengamatan dengan panjang baseline < 300 m dan lama pengukuran > 30 menit menggunakan tiga perangkat lunak pengolahan data GNSS komersial, yaitu Trimble Business Center (TBC), Leica Geo Office (LGO), dan MAGNET Tools (MT). Hasil penelitian memberikan kesimpulan bahwa terdapat perbedaan hasil pengolahan data pada tiga perangkat lunak pengolahan data GNSS komersial di delapan titik pengamatan dengan perbedaan maksimum kisaran 5 mm pada sumbu northing, 9 mm pada sumbu easting, dan 68 mm pada data tinggi.
Keywords
Full Text:
PDFReferences
Alkan, R. M., Erol, S., Ozulu, I. M., & Ilci, V. (2020). Accuracy comparison of post-processed PPP and real-time absolute positioning techniques. Geomatics, Natural Hazards and Risk, 11(1), 178–190. https://doi.org/10.1080/19475705.2020.1714752
Andreas, H., & Noveriansyah, S. (2019). Identifying GNSS Market in Indonesia Before and the Future. In International Symposium on Global Navigation Satellite System 2018 (Vol. 94, pp. 1–6). Bali: E3S Web of Conferences. https://doi.org/10.1051/e3sconf/20199403010
Badan Standarisasi Nasional. (2002). SNI-19-6724-2002. Jaring Kontrol Horizontal. Jakarta: Dewan Standarisasi Indonesia
Baybura, T., Tiryakioǧlu, İ., Uǧur, M. A., Solak, H. İ., & Şafak, Ş. (2019). Examining the Accuracy of Network RTK and Long Base RTK Methods with Repetitive Measurements. Journal of Sensors, 2019, 1–12. https://doi.org/10.1155/2019/3572605
Correa-Muños, N. A., & Cerón-Calderón, L. A. (2018). Precision and Accuracy of the Static GNSS method for Surveying Networks Used in Civil Engineering. Ingenieria e Investigacion, 38(1), 52–59. https://doi.org/10.15446/ing.investig.v38n1.64543
EL-Hattab, A. I. (2013). Influence of GPS Antenna Phase Center Variation on Precise Positioning. NRIAG Journal of Astronomy and Geophysics, 2(2), 272–277. https://doi.org/10.1016/j.nrjag.2013.11.002.
Ghilani, C. D., & Wolf, P. R. (2012). Elementary Surveying: An Intoduction to Geomatics (13th Ed.). New Jersey: Prentice Hall.
Gülmez, S., & Tuşat, E. (2017). The Analysis of GPS Data in Different Observation Periods Using Online GNSS Process Services. International Journal of Environment and Geoinformatics, 4(1), 43–53. https://doi.org/10.30897/ijegeo.306492
Hamidi, M., & Javadi, P. (2017). The Analysis of Scientific and Commercial Softwares Accuracy in GPS Observation Processing. Open Journal of Geology, 07(03), 267–278. https://doi.org/10.4236/ojg.2017.73019
Han, J.-Y., Wu, Y., & Liu, R.-Y. (2012). Determining the Optimal Site Location of GNSS Base Stations. Boletim de Ciências Geodésicas, 18(1), 154–169. https://doi.org/10.1590/s1982-21702012000100009
Jeffrey, C. (2010). An Introduction to GNSS: GPS, GLONASS, Galileo and Other Global Navigation Satellite Systems (First Ed.). Calgary, Alberta, Canada: NovAtel Inc.
Lipatnikov, L. A., & Shevchuk, S. (2019). Cost Effective Precise Positioning with GNSS. Copenhagen: International Federation of Surveiors (FIG).
Mageed, K. M. A. (2015). Comparison of GPS commercial software packages to processing static baselines up to 30 km. ARPN Journal of Engineering and Applied Sciences, 10(22), 10640–10650.
Ocalan, T. (2016). Accuracy assessment of GPS precise point Positioning (PPP) technique using different web-based online services in a forest environment. Sumarski List, 140(7–8), 357–368. https://doi.org/10.31298/sl.140.7-8.4
Ocalan, T., Erdogan, B., Tunalioglu, N., & Durdag, U. M. (2016). Accuracy Investigation of PPP Method Versus Relative Positioning Using Different Satellite Ephemerides Products Near/Under Forest Environment. Earth Science, 20(4), 1–9. https://doi.org/10.15446/esrj.v20n4.59496
Peraturan Kepala Badan Informasi Geospasial Nomor 15 Tahun 2014 tentang Pedoman Teknis Ketelitian Peta Dasar
Pirti, A., Tunalioglu, N., Ocalan, T., & Hosbas, R. G. (2016). An alternative method for point positioning in the forested areas. Sumarski List, 140(3–4), 155–163. https://doi.org/10.31298/sl.140.3-4.6
PT. GPSlands Indosolutions. (2020). Geospatial Market Share 2018-2019.
Technische Universität München. (n.d.). Satellite Navigation. Retrieved July 24, 2020, from https://www.fsd.lrg.tum.de/research/sensors-data-fusion-and-navigation/research-and-competence-areas/satellite-navigation/
Wang, G. (2013). Teaching High-Accuracy Global Positioning System to Undergraduates Using Online Processing Services. Journal of Geoscience Education, 61(2), 202–212. https://doi.org/10.5408/12-295.
DOI: https://doi.org/10.22146/jgise.58768
Article Metrics
Abstract views : 3069 | views : 4985Refbacks
This work is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.
Journal of Geospatial Information Science and Engineering (JGISE) ISSN: 2623-1182 (Online) Email: jgise.ft@ugm.ac.id The Contents of this website is licensed under a Creative Commons Attribution-ShareAlike 4.0 International License.