Network Code DGNSS Positioning for Faster L1–L5 GPS Ambiguity Initialization

This paper presents DGNSS network code positioning using permanent geodetic networks, commonly used in GNSS measurements. Using several reference stations at the same time allows for the independent control of GNSS positioning and facilitates the more realistic estimation of accuracy. Test calculati...

Full description

Bibliographic Details
Main Authors: Mieczysław Bakuła, Marcin Uradziński, Kamil Krasuski
Format: Article
Language:English
Published: MDPI AG 2020-10-01
Series:Sensors
Subjects:
Online Access:https://www.mdpi.com/1424-8220/20/19/5671
_version_ 1797551773528883200
author Mieczysław Bakuła
Marcin Uradziński
Kamil Krasuski
author_facet Mieczysław Bakuła
Marcin Uradziński
Kamil Krasuski
author_sort Mieczysław Bakuła
collection DOAJ
description This paper presents DGNSS network code positioning using permanent geodetic networks, commonly used in GNSS measurements. Using several reference stations at the same time allows for the independent control of GNSS positioning and facilitates the more realistic estimation of accuracy. Test calculations were made on the basis of real GPS data, using one TRIMBLE mobile receiver and four nearest reference stations of the ASG-EUPOS geodetic system. In addition, DGNSS positioning computational simulations were performed for a case where one mobile GNSS receiver would be able to be used with two (e.g., GPS + Galileo or GPS + GLONASS) or four different positioning systems and different GNSS reference station systems at the same time. To reduce the deviations of the DGPS positioning from a true value, the Kalman filtering for horizontal coordinates and vertical ones was used. The result shows a significant improvement in DGPS positioning accuracy. Based on the numerical analysis carried out, it can be seen that when four GNSS systems are used, it is possible to achieve a DGNSS accuracy of 0.1 m and 0.2 m for horizontal and height coordinates, respectively, using only code measurements. Additionally, the paper presents the impact of the DGNSS code positioning accuracy on the effectiveness of determining ambiguities of phase observations on individual measurement epochs, using the L1–L5 observations of the GPS system and the precise and fast method of ambiguity resolution (PREFMAR). The developed DGNSS positioning methodology can be applied for reliable GNSS navigation using at least two independent GNSS systems.
first_indexed 2024-03-10T15:50:44Z
format Article
id doaj.art-6da1471067a340669a8ed346207a8380
institution Directory Open Access Journal
issn 1424-8220
language English
last_indexed 2024-03-10T15:50:44Z
publishDate 2020-10-01
publisher MDPI AG
record_format Article
series Sensors
spelling doaj.art-6da1471067a340669a8ed346207a83802023-11-20T16:04:29ZengMDPI AGSensors1424-82202020-10-012019567110.3390/s20195671Network Code DGNSS Positioning for Faster L1–L5 GPS Ambiguity InitializationMieczysław Bakuła0Marcin Uradziński1Kamil Krasuski2Faculty of Geoengineering, University of Warmia and Mazury, 10-719 Olsztyn, PolandFaculty of Geoengineering, University of Warmia and Mazury, 10-719 Olsztyn, PolandInstitute of Navigation, Military University of Aviation, 08-521 Dęblin, PolandThis paper presents DGNSS network code positioning using permanent geodetic networks, commonly used in GNSS measurements. Using several reference stations at the same time allows for the independent control of GNSS positioning and facilitates the more realistic estimation of accuracy. Test calculations were made on the basis of real GPS data, using one TRIMBLE mobile receiver and four nearest reference stations of the ASG-EUPOS geodetic system. In addition, DGNSS positioning computational simulations were performed for a case where one mobile GNSS receiver would be able to be used with two (e.g., GPS + Galileo or GPS + GLONASS) or four different positioning systems and different GNSS reference station systems at the same time. To reduce the deviations of the DGPS positioning from a true value, the Kalman filtering for horizontal coordinates and vertical ones was used. The result shows a significant improvement in DGPS positioning accuracy. Based on the numerical analysis carried out, it can be seen that when four GNSS systems are used, it is possible to achieve a DGNSS accuracy of 0.1 m and 0.2 m for horizontal and height coordinates, respectively, using only code measurements. Additionally, the paper presents the impact of the DGNSS code positioning accuracy on the effectiveness of determining ambiguities of phase observations on individual measurement epochs, using the L1–L5 observations of the GPS system and the precise and fast method of ambiguity resolution (PREFMAR). The developed DGNSS positioning methodology can be applied for reliable GNSS navigation using at least two independent GNSS systems.https://www.mdpi.com/1424-8220/20/19/5671DGPSDGNSSdifferential positioningKalman filterPREFMAR
spellingShingle Mieczysław Bakuła
Marcin Uradziński
Kamil Krasuski
Network Code DGNSS Positioning for Faster L1–L5 GPS Ambiguity Initialization
Sensors
DGPS
DGNSS
differential positioning
Kalman filter
PREFMAR
title Network Code DGNSS Positioning for Faster L1–L5 GPS Ambiguity Initialization
title_full Network Code DGNSS Positioning for Faster L1–L5 GPS Ambiguity Initialization
title_fullStr Network Code DGNSS Positioning for Faster L1–L5 GPS Ambiguity Initialization
title_full_unstemmed Network Code DGNSS Positioning for Faster L1–L5 GPS Ambiguity Initialization
title_short Network Code DGNSS Positioning for Faster L1–L5 GPS Ambiguity Initialization
title_sort network code dgnss positioning for faster l1 l5 gps ambiguity initialization
topic DGPS
DGNSS
differential positioning
Kalman filter
PREFMAR
url https://www.mdpi.com/1424-8220/20/19/5671
work_keys_str_mv AT mieczysławbakuła networkcodedgnsspositioningforfasterl1l5gpsambiguityinitialization
AT marcinuradzinski networkcodedgnsspositioningforfasterl1l5gpsambiguityinitialization
AT kamilkrasuski networkcodedgnsspositioningforfasterl1l5gpsambiguityinitialization