Analisa Perbandingan Ketelitian Penentuan Posisi Dengan GPS RTK-NTRIP Dengan Base Cors Badan Informasi Geospasial (BIG) Dari Berbagai Macam Mobile Provider (Studi Kasus : Surabaya)

Sari, Atika (2014) Analisa Perbandingan Ketelitian Penentuan Posisi Dengan GPS RTK-NTRIP Dengan Base Cors Badan Informasi Geospasial (BIG) Dari Berbagai Macam Mobile Provider (Studi Kasus : Surabaya). Undergraduate thesis, Institut Teknologi Sepuluh Nopember.

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Abstract

Penentuan posisi dalam pemetaan menggunakan penginderaan
jauh dan foto udara memerlukan pengamatan GPS geodetik
sebagai titik kontrol yang memilki ketelitian tinggi. Sistem
koreksi data penentuan posisinya diperoleh dari transmisi data
dari stasiun base ke receiver. Dalam perkembangan sekarang ini
metode pengukuran RTK telah menggunakan metode NTRIP
(Networked Transport of RTCM via Internet Protocol) sebagai
metode transmisi koreksi data dengan menggunakan intenet
sehingga pengukuran tersebut masih bisa dilakukan dengan jarak
yang lebih jauh dari base-nya. Pada metode NTRIP ini
menggunakan metode pengiriman koreksi data GNSS melalui
jaringan internet. Pengembangan sistem dengan fasilitas akses
internet mobile melalui general packet radio service (GPRS) dan
global system for mobile (GSM), menyediakan metode cepat dan
handal untuk mendistribusikan baris data GPS atau koreksi
diferensial real-time (DGPS / RTK) ke penerima GPS di daerah
manapun yang berada di bawah jangkauan jaringan telepon
seluler. Sehingga untuk mengetahui provider yang sesuai
digunakan dalam wilayah surabaya dalam menggunakan metode
RTK-NTRIP maka dilakukanlah penelitian ini.
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Determination of position in mapping uses remote sensing and
aerial photography that requires geodetic GPS observations as
control points which have high accuracy. Correction systems of
position determining data are derived by the data transmission
from the base station to the receiver. In the present development
of RTK measurement methods have used the NTRIP (Networked
Transport of RTCM via Internet Protocol) method as a
transmission method of data correction using internet correction
so that the measurement can still be performed with farther
distance from the base. NTRIP method uses the transmission
method of correction GNSS data through the Internet.
Development of systems with mobile internet access facilities via
general packet radio service (GPRS) and global system for
mobile (GSM), fast providing and reliable method to distribute
GPS data row or real-time differential correction (DGPS / RTK)
to GPS receivers in any area under mobile phone network
coverage. So, appropriate provider can be known and used in the
Surabaya using RTK-NTRIP method then this research done.

Item Type: Thesis (Undergraduate)
Additional Information: RSG 526.982 Sar a 3100014057271
Uncontrolled Keywords: GPS; CORS; RTK; NTRIP; BIG; provider
Subjects: T Technology > TA Engineering (General). Civil engineering (General) > TA590 Topographical surveying
Divisions: Faculty of Civil Engineering and Planning > Geomatics Engineering > 29202-(S1) Undergraduate Thesis
Depositing User: Yeni Anita Gonti
Date Deposited: 18 Sep 2020 05:23
Last Modified: 18 Sep 2020 05:23
URI: http://repository.its.ac.id/id/eprint/81966

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