CENTIMETER-LEVEL, ROBUST GNSS-AIDED INERTIAL POST-PROCESSING FOR MOBILE MAPPING WITHOUT LOCAL REFERENCE STATIONS

For almost two decades mobile mapping systems have done their georeferencing using Global Navigation Satellite Systems (GNSS) to measure position and inertial sensors to measure orientation. In order to achieve cm level position accuracy, a technique referred to as post-processed carrier phase diffe...

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Main Authors: J. J. Hutton, N. Gopaul, X. Zhang, J. Wang, V. Menon, D. Rieck, A. Kipka, F. Pastor
Format: Article
Language:English
Published: Copernicus Publications 2016-06-01
Series:The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences
Online Access:https://www.int-arch-photogramm-remote-sens-spatial-inf-sci.net/XLI-B3/819/2016/isprs-archives-XLI-B3-819-2016.pdf
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spelling doaj-ff26a292671445c29ca7b12793574e082020-11-24T22:16:23ZengCopernicus PublicationsThe International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences1682-17502194-90342016-06-01XLI-B381982610.5194/isprs-archives-XLI-B3-819-2016CENTIMETER-LEVEL, ROBUST GNSS-AIDED INERTIAL POST-PROCESSING FOR MOBILE MAPPING WITHOUT LOCAL REFERENCE STATIONSJ. J. Hutton0N. Gopaul1X. Zhang2J. Wang3V. Menon4D. Rieck5A. Kipka6F. Pastor7Trimble Navigation Limited, 85 Leek Cr., Richmond Hill, Ontario, Canada L4B 3B3Trimble Navigation Limited, 85 Leek Cr., Richmond Hill, Ontario, Canada L4B 3B3Trimble Navigation Limited, 85 Leek Cr., Richmond Hill, Ontario, Canada L4B 3B3Trimble Navigation Limited, 85 Leek Cr., Richmond Hill, Ontario, Canada L4B 3B3Trimble Navigation Limited, 85 Leek Cr., Richmond Hill, Ontario, Canada L4B 3B3Trimble Navigation Limited, Haringstrasse 19, Hohenkirchen-Siegertsbrunn Munich, 85635, GermanyTrimble Navigation Limited, Haringstrasse 19, Hohenkirchen-Siegertsbrunn Munich, 85635, GermanyTrimble Navigation Limited, Haringstrasse 19, Hohenkirchen-Siegertsbrunn Munich, 85635, GermanyFor almost two decades mobile mapping systems have done their georeferencing using Global Navigation Satellite Systems (GNSS) to measure position and inertial sensors to measure orientation. In order to achieve cm level position accuracy, a technique referred to as post-processed carrier phase differential GNSS (DGNSS) is used. For this technique to be effective the maximum distance to a single Reference Station should be no more than 20 km, and when using a network of Reference Stations the distance to the nearest station should no more than about 70 km. This need to set up local Reference Stations limits productivity and increases costs, especially when mapping large areas or long linear features such as roads or pipelines. <br><br> An alternative technique to DGNSS for high-accuracy positioning from GNSS is the so-called Precise Point Positioning or PPP method. In this case instead of differencing the rover observables with the Reference Station observables to cancel out common errors, an advanced model for every aspect of the GNSS error chain is developed and parameterized to within an accuracy of a few cm. The Trimble Centerpoint RTX positioning solution combines the methodology of PPP with advanced ambiguity resolution technology to produce cm level accuracies without the need for local reference stations. It achieves this through a global deployment of highly redundant monitoring stations that are connected through the internet and are used to determine the precise satellite data with maximum accuracy, robustness, continuity and reliability, along with advance algorithms and receiver and antenna calibrations. <br><br> This paper presents a new post-processed realization of the Trimble Centerpoint RTX technology integrated into the Applanix POSPac MMS GNSS-Aided Inertial software for mobile mapping. Real-world results from over 100 airborne flights evaluated against a DGNSS network reference are presented which show that the post-processed Centerpoint RTX solution agrees with the DGNSS solution to better than 2.9 cm RMSE Horizontal and 5.5 cm RMSE Vertical. Such accuracies are sufficient to meet the requirements for a majority of airborne mapping applications.https://www.int-arch-photogramm-remote-sens-spatial-inf-sci.net/XLI-B3/819/2016/isprs-archives-XLI-B3-819-2016.pdf
collection DOAJ
language English
format Article
sources DOAJ
author J. J. Hutton
N. Gopaul
X. Zhang
J. Wang
V. Menon
D. Rieck
A. Kipka
F. Pastor
spellingShingle J. J. Hutton
N. Gopaul
X. Zhang
J. Wang
V. Menon
D. Rieck
A. Kipka
F. Pastor
CENTIMETER-LEVEL, ROBUST GNSS-AIDED INERTIAL POST-PROCESSING FOR MOBILE MAPPING WITHOUT LOCAL REFERENCE STATIONS
The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences
author_facet J. J. Hutton
N. Gopaul
X. Zhang
J. Wang
V. Menon
D. Rieck
A. Kipka
F. Pastor
author_sort J. J. Hutton
title CENTIMETER-LEVEL, ROBUST GNSS-AIDED INERTIAL POST-PROCESSING FOR MOBILE MAPPING WITHOUT LOCAL REFERENCE STATIONS
title_short CENTIMETER-LEVEL, ROBUST GNSS-AIDED INERTIAL POST-PROCESSING FOR MOBILE MAPPING WITHOUT LOCAL REFERENCE STATIONS
title_full CENTIMETER-LEVEL, ROBUST GNSS-AIDED INERTIAL POST-PROCESSING FOR MOBILE MAPPING WITHOUT LOCAL REFERENCE STATIONS
title_fullStr CENTIMETER-LEVEL, ROBUST GNSS-AIDED INERTIAL POST-PROCESSING FOR MOBILE MAPPING WITHOUT LOCAL REFERENCE STATIONS
title_full_unstemmed CENTIMETER-LEVEL, ROBUST GNSS-AIDED INERTIAL POST-PROCESSING FOR MOBILE MAPPING WITHOUT LOCAL REFERENCE STATIONS
title_sort centimeter-level, robust gnss-aided inertial post-processing for mobile mapping without local reference stations
publisher Copernicus Publications
series The International Archives of the Photogrammetry, Remote Sensing and Spatial Information Sciences
issn 1682-1750
2194-9034
publishDate 2016-06-01
description For almost two decades mobile mapping systems have done their georeferencing using Global Navigation Satellite Systems (GNSS) to measure position and inertial sensors to measure orientation. In order to achieve cm level position accuracy, a technique referred to as post-processed carrier phase differential GNSS (DGNSS) is used. For this technique to be effective the maximum distance to a single Reference Station should be no more than 20 km, and when using a network of Reference Stations the distance to the nearest station should no more than about 70 km. This need to set up local Reference Stations limits productivity and increases costs, especially when mapping large areas or long linear features such as roads or pipelines. <br><br> An alternative technique to DGNSS for high-accuracy positioning from GNSS is the so-called Precise Point Positioning or PPP method. In this case instead of differencing the rover observables with the Reference Station observables to cancel out common errors, an advanced model for every aspect of the GNSS error chain is developed and parameterized to within an accuracy of a few cm. The Trimble Centerpoint RTX positioning solution combines the methodology of PPP with advanced ambiguity resolution technology to produce cm level accuracies without the need for local reference stations. It achieves this through a global deployment of highly redundant monitoring stations that are connected through the internet and are used to determine the precise satellite data with maximum accuracy, robustness, continuity and reliability, along with advance algorithms and receiver and antenna calibrations. <br><br> This paper presents a new post-processed realization of the Trimble Centerpoint RTX technology integrated into the Applanix POSPac MMS GNSS-Aided Inertial software for mobile mapping. Real-world results from over 100 airborne flights evaluated against a DGNSS network reference are presented which show that the post-processed Centerpoint RTX solution agrees with the DGNSS solution to better than 2.9 cm RMSE Horizontal and 5.5 cm RMSE Vertical. Such accuracies are sufficient to meet the requirements for a majority of airborne mapping applications.
url https://www.int-arch-photogramm-remote-sens-spatial-inf-sci.net/XLI-B3/819/2016/isprs-archives-XLI-B3-819-2016.pdf
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