Analysis of GNSS Data Using Precise Point Positioning Technique for the Determination of Permanent Station in Romania

To obtain the coordinates by means of precise point positioning (PPP) technique we need to use the undifferenced GPS pseudocode and carrier phase observations but to obtain the “precise” positioning we need precise orbit and clock data too. This products and other information for obtaining the resul...

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Bibliographic Details
Main Authors: Nistor Sorin, Buda Aurelian Stelian
Format: Article
Language:English
Published: Sciendo 2015-09-01
Series:Mathematical Modelling in Civil Engineering
Subjects:
igs
Online Access:https://doi.org/10.1515/mmce-2015-0013
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spelling doaj-d5a7f2d9cfa447e6a8dd3db905cbad162021-09-06T19:20:22ZengSciendoMathematical Modelling in Civil Engineering2066-69342015-09-01113313710.1515/mmce-2015-0013mmce-2015-0013Analysis of GNSS Data Using Precise Point Positioning Technique for the Determination of Permanent Station in RomaniaNistor Sorin0Buda Aurelian Stelian1lecturer Ph.D. – University of Oradealecturer Ph.D. eng. – University of OradeaTo obtain the coordinates by means of precise point positioning (PPP) technique we need to use the undifferenced GPS pseudocode and carrier phase observations but to obtain the “precise” positioning we need precise orbit and clock data too. This products and other information for obtaining the results by using PPP technique on a centimeter level accuracy can be downloaded from different locations, but the most reliable satellite ephemerides and clock correction are available from International GNSS Service (IGS).https://doi.org/10.1515/mmce-2015-0013igspositioningprecise orbitclock solutions
collection DOAJ
language English
format Article
sources DOAJ
author Nistor Sorin
Buda Aurelian Stelian
spellingShingle Nistor Sorin
Buda Aurelian Stelian
Analysis of GNSS Data Using Precise Point Positioning Technique for the Determination of Permanent Station in Romania
Mathematical Modelling in Civil Engineering
igs
positioning
precise orbit
clock solutions
author_facet Nistor Sorin
Buda Aurelian Stelian
author_sort Nistor Sorin
title Analysis of GNSS Data Using Precise Point Positioning Technique for the Determination of Permanent Station in Romania
title_short Analysis of GNSS Data Using Precise Point Positioning Technique for the Determination of Permanent Station in Romania
title_full Analysis of GNSS Data Using Precise Point Positioning Technique for the Determination of Permanent Station in Romania
title_fullStr Analysis of GNSS Data Using Precise Point Positioning Technique for the Determination of Permanent Station in Romania
title_full_unstemmed Analysis of GNSS Data Using Precise Point Positioning Technique for the Determination of Permanent Station in Romania
title_sort analysis of gnss data using precise point positioning technique for the determination of permanent station in romania
publisher Sciendo
series Mathematical Modelling in Civil Engineering
issn 2066-6934
publishDate 2015-09-01
description To obtain the coordinates by means of precise point positioning (PPP) technique we need to use the undifferenced GPS pseudocode and carrier phase observations but to obtain the “precise” positioning we need precise orbit and clock data too. This products and other information for obtaining the results by using PPP technique on a centimeter level accuracy can be downloaded from different locations, but the most reliable satellite ephemerides and clock correction are available from International GNSS Service (IGS).
topic igs
positioning
precise orbit
clock solutions
url https://doi.org/10.1515/mmce-2015-0013
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