This article examines one of the basic issues related to the technique of mobile satellite measurements in railway tracks. This problem concerns the correction of the determined coordinates of the track centerline. The need to perform this operation results from the GNSS receivers positioning at a certain height above the level of the existing track axis, leading to longitudinal and lateral shifts of antennas. The key problem here is the determination of the local horizontal coordinate system in each measured position. For the analysis, the authors defined the directional baseline vector of the measuring platform on the basis of positions given by two satellite antennas, positioned over the pivots of its bogies. This work presents the procedure for determining the corrections values
Authors
- dr hab. inż. Andrzej Wilk link open in new tab ,
- prof. dr hab. inż Cezary Specht,
- dr hab. inż. Krzysztof Karwowski link open in new tab ,
- prof. dr hab. inż. Władysław Koc link open in new tab ,
- dr hab. inż. Jacek Skibicki link open in new tab ,
- dr hab. inż. Krzysztof Czaplewski,
- dr hab. inż. Piotr Chrostowski link open in new tab ,
- dr inż. Paweł Dąbrowski,
- dr inż. Sławomir Grulkowski link open in new tab ,
- dr inż. Sławomir Judek link open in new tab ,
- dr inż. Mariusz Specht,
- dr inż. Jacek Szmagliński link open in new tab
Additional information
- DOI
- Digital Object Identifier link open in new tab 10.29354/diag/125626
- Category
- Publikacja w czasopiśmie
- Type
- artykuły w czasopismach
- Language
- angielski
- Publication year
- 2020