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.

[img]
Preview
Text
3510100041-Undergraduate_Thesis.pdf - Accepted Version

Download (1MB) | Preview

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. ============================================================================================================= 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: https://repository.its.ac.id/id/eprint/81966

Actions (login required)

View Item View Item