GNSS/NTRIP service and technique: accuracy tests

Experiments conducted at the School of Engineering of the University of São Paulo, Brazil, using GNSS/NTRIP technology are described and analyzed in terms of accuracy. The method consists in using the data of a reference station, the IBGE RBMC-IP stations, collected in a remote station, by means of...

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Bibliographic Details
Main Authors: Jorge Pimentel Cintra, Marcelo Antonio Nero, Danilo Rodrigues
Format: Article
Language:Portuguese
Published: Universidade Federal do Paraná
Series:Boletim de Ciências Geodésicas
Subjects:
Online Access:http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1982-21702011000200006&lng=en&tlng=en
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spelling doaj-3f816bde6ff9481fa3d318164b9306352020-11-24T22:35:44ZporUniversidade Federal do ParanáBoletim de Ciências Geodésicas1982-217017225727110.1590/S1982-21702011000200006S1982-21702011000200006GNSS/NTRIP service and technique: accuracy testsJorge Pimentel Cintra0Marcelo Antonio Nero1Danilo Rodrigues2Universidade de São PauloUniversidade Federal de PernambucoAlezi TeodoliniExperiments conducted at the School of Engineering of the University of São Paulo, Brazil, using GNSS/NTRIP technology are described and analyzed in terms of accuracy. The method consists in using the data of a reference station, the IBGE RBMC-IP stations, collected in a remote station, by means of the Internet and a mobile phone, to obtain more accurate real time coordinates than those of the navigation method. The experiments consist in surveying the known coordinate points and of the error analysis (accuracy). Firstly with short distances (in the USP Base for Equipment Calibration), and then over increasing distances up to about 30 km, in terms of the limits foreseen for the RTK method, and for other greater distances by using the DGPS method, up to 2,700 km. The following were tested and analyzed: the use of different reference stations, the variation in accuracy over distance, the use of a L1 receiver and a L1/L2 one, as well as the use of the RTK and DGPS techniques, in terms of accuracy reached, that is, the difference between these coordinates and others considered as standard, besides checking if the equipment reaches or not the accuracy stated in the manual.http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1982-21702011000200006&lng=en&tlng=enNTRIPNTRIP Network in BrazilNTRIP and Accuracy of CoordinatesTest of Accuracy of GPS Receivers
collection DOAJ
language Portuguese
format Article
sources DOAJ
author Jorge Pimentel Cintra
Marcelo Antonio Nero
Danilo Rodrigues
spellingShingle Jorge Pimentel Cintra
Marcelo Antonio Nero
Danilo Rodrigues
GNSS/NTRIP service and technique: accuracy tests
Boletim de Ciências Geodésicas
NTRIP
NTRIP Network in Brazil
NTRIP and Accuracy of Coordinates
Test of Accuracy of GPS Receivers
author_facet Jorge Pimentel Cintra
Marcelo Antonio Nero
Danilo Rodrigues
author_sort Jorge Pimentel Cintra
title GNSS/NTRIP service and technique: accuracy tests
title_short GNSS/NTRIP service and technique: accuracy tests
title_full GNSS/NTRIP service and technique: accuracy tests
title_fullStr GNSS/NTRIP service and technique: accuracy tests
title_full_unstemmed GNSS/NTRIP service and technique: accuracy tests
title_sort gnss/ntrip service and technique: accuracy tests
publisher Universidade Federal do Paraná
series Boletim de Ciências Geodésicas
issn 1982-2170
description Experiments conducted at the School of Engineering of the University of São Paulo, Brazil, using GNSS/NTRIP technology are described and analyzed in terms of accuracy. The method consists in using the data of a reference station, the IBGE RBMC-IP stations, collected in a remote station, by means of the Internet and a mobile phone, to obtain more accurate real time coordinates than those of the navigation method. The experiments consist in surveying the known coordinate points and of the error analysis (accuracy). Firstly with short distances (in the USP Base for Equipment Calibration), and then over increasing distances up to about 30 km, in terms of the limits foreseen for the RTK method, and for other greater distances by using the DGPS method, up to 2,700 km. The following were tested and analyzed: the use of different reference stations, the variation in accuracy over distance, the use of a L1 receiver and a L1/L2 one, as well as the use of the RTK and DGPS techniques, in terms of accuracy reached, that is, the difference between these coordinates and others considered as standard, besides checking if the equipment reaches or not the accuracy stated in the manual.
topic NTRIP
NTRIP Network in Brazil
NTRIP and Accuracy of Coordinates
Test of Accuracy of GPS Receivers
url http://www.scielo.br/scielo.php?script=sci_arttext&pid=S1982-21702011000200006&lng=en&tlng=en
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