Precise Positioning of Primary System of Geodetic Points by GNSS Technology in Railway Operating Conditions

Kód výsledku v IS VaVaI

<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F24%3APU151348" target="_blank" >RIV/00216305:26110/24:PU151348 - isvavai.cz</a>

Výsledek na webu

<a href="https://doi.org/10.3390/app14083288" target="_blank" >https://doi.org/10.3390/app14083288</a>

DOI - Digital Object Identifier

<a href="http://dx.doi.org/10.3390/app14083288" target="_blank" >10.3390/app14083288</a>

Jazyk výsledku

angličtina

Název v původním jazyce

Precise Positioning of Primary System of Geodetic Points by GNSS Technology in Railway Operating Conditions

Popis výsledku v původním jazyce

This article deals with the analysis of the accuracy of the geodetic real-time GNSS measurement procedure used in railway operating conditions in the Czech Republic. The purpose was to deter-mine to what extent the operating conditions affect the accuracy of the measurement result and whether an accuracy of standard deviation σx,y = 5 mm in the horizontal plane could be achieved. The use of geodetic GNSS equipment with an IMU unit was also tested. The accuracy obtained in op-erational conditions is compared with the accuracy obtained on a calibration base using the same measurement procedure. The consistency between the accuracy of the primary system (satel-lite-based) and the secondary system (terrestrially measured by the traverse method) is also dis-cussed. The analysis includes the issue of residual inhomogeneities of the uniform transformation key when converted to the Czech national coordinate system S-JTSK. It is shown that a homoge-neous accuracy in coordinate standard deviation better than σx,y = 5 mm can be achieved. The results indicate that the accuracy under operational conditions is two−three times worse than the accuracy achieved by the same procedure under ideal conditions on a calibration base. This is due to the non-ideal observing conditions, i.e., horizon occlusion by overlays, surrounding vegetation and multipath effects. It has been shown that the effect of multipath can be reduced by repeating short observations 3−4 h apart. Older GNSS instruments using an IMU unit in combination with an elec-tronic compass (eCompass) are at risk of a systematic bias of up to several tens of millimeters, which can be detected by rotating the antenna by 180°. The current uniform transformation key used in the Czech Republic for the conversion of GNSS coordinates into the national system has residual ge-ometric inhomogeneities (p = 0.90 to 10 mm/km, sporadically up to 20 mm/km), which metrolog-ically deteriorate the results of the calculation of the terrestriall

Název v anglickém jazyce

Precise Positioning of Primary System of Geodetic Points by GNSS Technology in Railway Operating Conditions

Popis výsledku anglicky

This article deals with the analysis of the accuracy of the geodetic real-time GNSS measurement procedure used in railway operating conditions in the Czech Republic. The purpose was to deter-mine to what extent the operating conditions affect the accuracy of the measurement result and whether an accuracy of standard deviation σx,y = 5 mm in the horizontal plane could be achieved. The use of geodetic GNSS equipment with an IMU unit was also tested. The accuracy obtained in op-erational conditions is compared with the accuracy obtained on a calibration base using the same measurement procedure. The consistency between the accuracy of the primary system (satel-lite-based) and the secondary system (terrestrially measured by the traverse method) is also dis-cussed. The analysis includes the issue of residual inhomogeneities of the uniform transformation key when converted to the Czech national coordinate system S-JTSK. It is shown that a homoge-neous accuracy in coordinate standard deviation better than σx,y = 5 mm can be achieved. The results indicate that the accuracy under operational conditions is two−three times worse than the accuracy achieved by the same procedure under ideal conditions on a calibration base. This is due to the non-ideal observing conditions, i.e., horizon occlusion by overlays, surrounding vegetation and multipath effects. It has been shown that the effect of multipath can be reduced by repeating short observations 3−4 h apart. Older GNSS instruments using an IMU unit in combination with an elec-tronic compass (eCompass) are at risk of a systematic bias of up to several tens of millimeters, which can be detected by rotating the antenna by 180°. The current uniform transformation key used in the Czech Republic for the conversion of GNSS coordinates into the national system has residual ge-ometric inhomogeneities (p = 0.90 to 10 mm/km, sporadically up to 20 mm/km), which metrolog-ically deteriorate the results of the calculation of the terrestriall

Druh

J_imp - Článek v periodiku v databázi Web of Science

CEP obor

—

OECD FORD obor

20104 - Transport engineering

Projekt

—

Návaznosti

S - Specificky vyzkum na vysokych skolach

Rok uplatnění

2024

Kód důvěrnosti údajů

S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Název periodika

Applied Sciences - Basel

ISSN

2076-3417

e-ISSN

—

Svazek periodika

13

Číslo periodika v rámci svazku

9

Stát vydavatele periodika

CH - Švýcarská konfederace

Počet stran výsledku

17

Strana od-do

1-17

Kód UT WoS článku

001210580800001

EID výsledku v databázi Scopus

2-s2.0-85192561663