Studi Akurasi Pengukuran GNSS Jaring Makro Tahun 2016 dan 2017 pada Pemantauan Bendungan Sermo
Muhammad Iqbal Taftazani(1*), Yulaikhah Yulaikhah(2)
(1) Departemen Teknologi Kebumian/Sekolah Vokasi, Universitas Gadjah Mada, Indonesia
(2) Departemen Teknik Geodesi/Fakultas Teknik, Universitas Gadjah Mada, Indonesia
(*) Corresponding Author
Abstract
Monitoring of deformation on Sermo Dam has been widely practiced. One of them is by installing the monitoring point, locate dinside the Sermo Dam area called the micro network, and outside the dam called macro network. The installation of the micro network monitoring point aims to monitor the deformation of the dam due to the volume of water. The macro network monitoring point aims to monitor the effect of the existence of an active fault under the dam. In the last few years, monitoring in Sermo Dam has been done using GNSS technology. This paper intends to present the results of the accuracy represented by the deviation standard value of the measurement point at the macro net on the GNSS observation in 2016 and 2017. The objective is to compare the accuracy resulting from various GNSS processing strategies in observation 2016 and 2017, evaluation of GNSS measurements that can be used as guidance in subsequent GNSS measurements. The result shows that GNSS measurement in 2017 using two IGS reference points (BAKO and COCO) has a better standard deviation value compared to the 2016 measurement by the difference 1-5 mm on the X axis, 1-9 mm on the Y axis, and 1-2 mm on the Z axis. In the GNSS data processing using seven IGS reference points (BAKO, COCO, KARR, DARW, GUUG, PIMO, SHAO) in 2016 mostly has a better standard deviation compared to 2017 measurement except in MAK5 with the difference 0-4 mm on the X axis, 1-10 mm on Y axis, and 0-2 mm on Z axis. As for the value of coordinate data processing in 2016 and 2017on the two processing strategies there are differences in coordinate values that indicate the movement of monitoring points of macro network. However, the vector of the point movement that occurs in the two strategies has a different direction. This requires verification in-depth research and focused on the deformation of the Sermo Dam monitoring point.
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Abidin, H.Z. (2007). Penentuan Posisi dengan GPS dan Aplikasinya. (Edisi III). Jakarta: PT. Pradnya Paramitha.
Ardiyanto, R.., and Ramadhan, R.. 2010. Aplikasi GPS Geodetic Dalam Penentuan Titik Kontrol Horisontal Kawasan Keselamatan Operasi Penerbangan (KKOP) Studi Kasus: Bandara Kasiguncu-Poso. Jurnal Sains dan Teknologi Kebumian Indonesia BPPT 1 (3).
Badan Standardisasi Nasional. (2002). Standard Nasional Indonesia Jaring Kontrol Horizontal SNI 19-6724-2002.
BSN Indonesia. Google Earth. (2015). Peta Citra Sermo. Aplikasi Google Earth Akses 22.10.15
Leick, A., Rapoport, L., Tatarnikov, D. (2015). GPS Satellite Surveying. John Wiley & Sons. Leonard, Y, R. (2009). Pengaruh Jumlah Titik Ikat pada Proses Perataan Jaring Terhadap Ketelitian Koordinat Titik dalam Jaring GPS Setingkat Orde 0. Skripsi. Jurusan Teknik Geodesi Fakultas Teknik, Universitas Gadjah Mada.Yogyakarta.
Lestari, D. (2006). GPS Study for Resolving the Stability of Borobudur Temple Site. Thesis. School of Surveying and Spatial Information System, Universityof New South Wales. New South Wales.
Massonnet, D., Feigl, K.L. 1998. Radar interferometry and its application to changes in the Earth’s surface. Reviews of Geophysics 36 (4), 441–500.
Muslim, Buldan. 2011. Pengarus Ionosfer pada Akurasi Penentuan Posisi Absolut dengan GPS Single Frequency pada Saat Terjadi Badai Matahari. Jurnal Sains Dirgantara 9 (1): 70-89.
Ningsih, A.E. (2014). Kajian Pengukuran dan Pemetaan Bidang Tanah Metode DGPS Post Processing dengan Menggunakan Receiver Trimble Geoxt 3000 Series. Tugas Akhir. Jurusan Teknik Geodesi Fakultas Teknik Universitas Diponegoro. Semarang.
Rahardjo, W., Sukandarrumidi, Rosadi, H.M.D. (1995). Peta Geologi Lembar Yogyakarta. Direktorat Geologi, Departemen Pertambangan Republik Indonesia bekerjasama dengan U.S. Geological Survey.
Sunantyo, T.A., Suryolelono, K. B., Djawahir, F., Swastono, A., Adhi, A.D., Susilo, A. (2012). Design and installation for Dam Monitoring Using Multi sensors: A Case Study at Sermo Dam, Yogyakarta Province, Indonesia. FIG Working Week 2012, Rome, Italy, 6-10 May 2012. 59
Taftazani, M.I. (2013). Analisis Geodinamika Lima Stasiun Pasut Pulau Jawa dengan Data Pengamatan GPS Tiga Epok. Tesis. Program Pascasarjana Teknik Geomatika, Fakultas Teknik Universitas Gadjah Mada. Yogyakarta.
Waljiyanto, Widjajanti, N., Yulaikhah, Taftazani, M.I. 2015. Pengembangan Jaring Kontrol Geodesi Pemantau Waduk Sermo. Jurnal Ilmiah Geomatika 21 (2).
Yulaikhah, Widjajanti, N., Nugroho, P., Cahyono, B.K., Waljiyanto, Darmawan, A.A., & Taftazani, M.I., (2017). The analysis of monitoring control point displacement of Sermo Dam based on the 2015-2016 GNSS Data. AIP Conference Proceedings 1857, 040014.
DOI: https://doi.org/10.22146/jntt.34086
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