Perbandingan Pengamatan Benchmark Menggunakan Alat Spectra SP80 dan Comnav T300 dengan Software Trimble Business Center

Authors

  • Yunadi Arham Program Diploma 3 Teknologi Geomatika, Politeknik Pertanian Negeri Samarinda, Kota Samarinda Author
  • Dawamul Arifin Program Studi Teknologi Rekayasa Geomatika dan Survei, Politeknik Pertanian Negeri Samarinda, Kota Samarinda Author
  • Feri Fadlin Program Studi Teknologi Rekayasa Geomatika dan Survei, Politeknik Pertanian Negeri Samarinda, Kota Samarinda Author
  • Andi Baso Sofyan A. P. Program Studi Teknologi Geomatika, Politeknik Pertanian Negeri Samarinda, Kota Samarinda Author

DOI:

https://doi.org/10.51967/gets.v3i2.53

Keywords:

Benchmark, GNSS, Accuracy, Comnav T300, Spectra SP80, Trimble Business Center

Abstract

The GNSS survey method is currently widely used for various purposes, both scientific and practical, due to its advantages in terms of accuracy, speed, simplicity, and lower cost. Today, a wide range of GNSS survey instruments are available for benchmark point observations. Therefore, it is necessary to obtain information regarding the accuracy that these different instruments can provide. This study compares the results of benchmark point observations using the same method, namely the static method, but with two different instruments: Spectra SP80 and Comnav T300. The aim of this research is to determine the accuracy level of benchmark observations using the Spectra SP80 and Comnav T300, processed with the Trimble Business Center application. The comparative analysis shows that the Spectra SP80, when processed using Trimble Business Center, produces a smaller average difference in X and Y coordinates compared to the Comnav T300. However, in the Z coordinate, the Comnav T300 shows a smaller average difference than the Spectra SP80. Data analysis from the processing summary images provides information on the precision levels of both instruments. At benchmark point BM 2, the Comnav T300 demonstrated superior horizontal and vertical precision compared to the Spectra SP80. Conversely, at benchmark point BM 5, the Spectra SP80 showed better horizontal and vertical precision than the Comnav T300.

References

Abidin, H. Z. (2021). Pemanfaatan Teknologi GNSS Untuk Survei dan Pemetaan Pertanahan. July, 1 -62. https://doi.org/10.13140/RG.2.2.28381.54249

Arifin, D., Herliana, N. A., Fadlin, F., & Insanu, R. K. (2024). Perbandingan Hasil PengolahanData GPS Geodetic Menggunakan Aplikasi Compass Solution dan Aplikasi Trimble Business Center. Journal of Geomatics Engineering, Technology, and Science, 2(2), 65-70. https://doi.org/10.51967/gets.v2i2.37

Ariyantoni, J., Sastra, A. R., & Mustika, A. (2024). Analisis Optimalisasi Pengukuran GNSS Statik Menggunakan Jaring Radial. Jurnal Ilmiah Tekno Global Volume 13 No. 2, 51-57.

Ikbal, M. C., Yuwono, B. D., & Amarrohman, F. J. (2017). Analisis Strategi Pengolahan Baseline GPS Berdasarkan Jumlah Titik Ikat dan Variasi Waktu Pengamatan. Jurnal Geodesi Undip Volume 6 Nomor 1, 228-237 .

Kurniawan, I. N., Yuwono, B. D., & Sabri, L. (2019). Analisis Pengaruh Multipath dari Topografi Terhadap Presisi Pengukuran GNSS dengan Metode Statik. Jurnal Geodesi Undip Volume 8 Nomor 1, 10-18.

Prasetyaningsih, D. (2013). Partisipasi Indonesia Dalam Pembahasan Sistem Satelit Navigasi Global (Global Navigation Satellite System) Dalam Sidang Uncopuos. Berita Dirgantara, 13(4), 121–130.

Ramadhon, S. (2021). Perbandingan Posisi Tiga Dimensi Pengukuran GNSS Menggunakan Metode Diferensial Statik dengan Berbagai Variasi Epoch Rate. Journal of Geospatial Information Science and Engineering Volume 4 Nomor 1, 49-55.

Ridwan & Anhar. (2022). Pembuatan Benchmark Berkoordinat Global Berbasis Teknologi GNSS untuk Menunjang Praktikum Survey dan Pemetaan di Kampus PNUP. Jurnal Teknik Sipil MACCA, 7(2), 81–86. https://doi.org/10.33096/jtsm.v7i2.558

Setiawan, M. I. (2023). Titik Ikat CORS Berdasarkan Standar Jaring Kontrol Horizontal (SNI 19-6724-2002) (Studi Kasus: Kota Banjar Baru, Provinsi Kalimantan Selatan). Skripsi, Malang: Repositori ITN Malang.

Wiyono, N. E. P. (2021). Uji Akurasi Pengukuran GNSS Comnav T300 Dan South G1 Menggunakan Metode RTK-NTRIP Pada Variasi Jarak Terhadap Base Station. Skripsi, D.I. Yogyakarta: Repositori STPN.

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Published

2025-06-30

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Articles

How to Cite

Arham, Y., Arifin, D., Fadlin, F., & Sofyan A. P., A. B. (2025). Perbandingan Pengamatan Benchmark Menggunakan Alat Spectra SP80 dan Comnav T300 dengan Software Trimble Business Center. Journal of Geomatics Engineering, Technology, and Science, 3(2), 67-72. https://doi.org/10.51967/gets.v3i2.53

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