Hutomo, Hardani Satrio (2018) Analisa Stasiun Gps Tetap ITS Sebagai Titik Ikat Pengukuran. Undergraduate thesis, Institut Teknologi Sepuluh Nopember.
Preview |
Text
03311340000019-Undergraduate Theses.pdf - Accepted Version Download (2MB) | Preview |
Abstract
Abstrak—Stasiun GPS Tetap atau sering disebut CORS (Continuosly Operating Reference System) dibuat bertujuan untuk dijadikan sebagai titik ikat baik secara dalam penentuan posisi relatif maupun real-time. Bermula dari tujuan itu maka stasiun GPS tetap harus permanen, stabil, dan dapat beroperasi secara kontinyu agar memiliki kualitas data yang baik agar stasiun GPS tetap memiliki ketelitian sampai orde mm (millimeter). Di Jurusan Teknik Geomatika ITS terdapat stasiun GPS tetap yang bernama itss dan telah beroperasi sejak tahun 2010 sampai sekarang. Penelitian ini bertujuan untuk menentukan koordinat fix dari stasiun GPS tetap ITS dan kualitas titik ikatnya dengan menggunakan data pengamatan dari tahun 2014, 2015, dan 2016. Penelitian ini mengikatkan stasiun GPS tetap ITS yang bernama ITSS dengan beberapa stasiun GPS tetap dari Badan Informasi Geospasial antara lain, Lamongan (CLMG), Mojokerto (CMJT), Malang (CMLG), Pasuruan (CPAS), Surabaya (CSBY), dan Sampang (CSMP). Pengolahan data pengamatan menggunakan software ilmiah GAMIT/GLOBK.
Hasil dari penelitian ini berupa koordinat yang telah terproses menggunakan GLOBK dari Stasiun GPS Tetap ITS sebesar X = -2451307,833m ± 1,657m, Y = 5832961,168m ± 2,451m, dan Z = -802865,032m± 2,236m dengan panjang baseline ITSS - CSMP 51364,131 m, ITSS – CPAS 42723,144 m, ITSS – CSBY 9814,114 m, ITSS – CMLG 78735,375 m, ITSS – CMJT 44048,814 m, ITSS – CLMG 55701,259 m serta Stasiun GPS Tetap ITS tidak cocok dijadikan sebagai titik ikat pengukuran horizontal orde 2. =============== Abstract—Fixed GPS Station or usually called as CORS (Continuosly Operating Reference System) created for become control point either for relative position measurement or real-time. Coming from that purposes, Fixed GPS Stations must be permanent, stable and can continuously operating, in order to conduct good quality data in a millimeter order (mm). Department of Geomatics ITS have installed Fixed GPS Station which name is ITSS and have operated since 2010 until now. The purpose of this research define fixed coordinates for Fixed GPS Station ITS and its quality as a control point by using observation data from 2014, 2015, and 2016 years. This research attaching Fixed GPS Station which called ITSS to Fixed GPS Stations from Badan Informasi Geospasial. Fixed GPS Station from BIG are , Lamongan (CLMG), Mojokerto (CMJT), Malang (CMLG), Pasuruan (CPAS), Surabaya (CSBY), dan Sampang (CSMP). Data observation processing using a scientific software GAMIT/GLOBK.
Output of this research are processed Fixed GPS Station ITS coordinates from GLOBK which is X = -2451307.833m ± 1.658m, Y = 5832961.168m ± 2.451m, and Z = -802865.032m± 2.236m and a baseline length ITSS - CSMP 51364.132 m, ITSS – CPAS 42723.144 m, ITSS – CSBY 9814.114 m, ITSS – CMLG 78735.375 m, ITSS – CMJT 44048.814 m, ITSS – CLMG 55701.259 m. Fixed GPS Station ITS is not suitable for horizontal reference station second orde.
| Item Type: | Thesis (Undergraduate) |
|---|---|
| Additional Information: | RSG 623.893 Hut a |
| Uncontrolled Keywords: | CORS; GPS; GAMIT/GLOBK; ITS |
| Subjects: | T Technology > TK Electrical engineering. Electronics Nuclear engineering > TK6564 Radio transmitter-receivers T Technology > TS Manufactures > TS156 Quality Control. QFD. Taguchi methods (Quality control) |
| Divisions: | Faculty of Civil Engineering and Planning > Geomatics Engineering > 29202-(S1) Undergraduate Thesis |
| Depositing User: | Hutomo Hardani Satrio |
| Date Deposited: | 23 Apr 2018 02:57 |
| Last Modified: | 07 Sep 2020 07:02 |
| URI: | http://repository.its.ac.id/id/eprint/50956 |
Actions (login required)
 |
View Item |