Testing of the point accuracy of measurements by the RTK method at different distances of the reference station for monitoring of the dynamic effect in a subsidence basin

In the area of Technical University in Ostrava were stabilized 35 points for testing of the accuracy of RTK measurement. All points of the testing base line were located by a new digital leveling instrument Leica DNA 03 with a precise leveling line. The position of all the points was determined by c...

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Main Author: Roman Vala
Format: Article
Language:English
Published: Technical University of Kosice 2007-04-01
Series:Acta Montanistica Slovaca
Subjects:
Online Access:http://actamont.tuke.sk/pdf/2007/n1/2vala.pdf
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author Roman Vala
author_facet Roman Vala
author_sort Roman Vala
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description In the area of Technical University in Ostrava were stabilized 35 points for testing of the accuracy of RTK measurement. All points of the testing base line were located by a new digital leveling instrument Leica DNA 03 with a precise leveling line. The position of all the points was determined by classical methods (polygonal traverse) as well. Each point was focused three times by the RTK method in relation to the same reference station. The point coordinates were located against the reference station, which was gradually placed in the attached points. The results of given point coordinates were compared mutually and with coordinates acquired by a classical method.
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spelling doaj.art-dea306b8aeda4a0eb20b834896f5792c2022-12-22T01:44:15ZengTechnical University of KosiceActa Montanistica Slovaca1335-17882007-04-01121811Testing of the point accuracy of measurements by the RTK method at different distances of the reference station for monitoring of the dynamic effect in a subsidence basinRoman ValaIn the area of Technical University in Ostrava were stabilized 35 points for testing of the accuracy of RTK measurement. All points of the testing base line were located by a new digital leveling instrument Leica DNA 03 with a precise leveling line. The position of all the points was determined by classical methods (polygonal traverse) as well. Each point was focused three times by the RTK method in relation to the same reference station. The point coordinates were located against the reference station, which was gradually placed in the attached points. The results of given point coordinates were compared mutually and with coordinates acquired by a classical method.http://actamont.tuke.sk/pdf/2007/n1/2vala.pdfRTK- Real Time KinematicGPS- Global Positioning System
spellingShingle Roman Vala
Testing of the point accuracy of measurements by the RTK method at different distances of the reference station for monitoring of the dynamic effect in a subsidence basin
Acta Montanistica Slovaca
RTK- Real Time Kinematic
GPS- Global Positioning System
title Testing of the point accuracy of measurements by the RTK method at different distances of the reference station for monitoring of the dynamic effect in a subsidence basin
title_full Testing of the point accuracy of measurements by the RTK method at different distances of the reference station for monitoring of the dynamic effect in a subsidence basin
title_fullStr Testing of the point accuracy of measurements by the RTK method at different distances of the reference station for monitoring of the dynamic effect in a subsidence basin
title_full_unstemmed Testing of the point accuracy of measurements by the RTK method at different distances of the reference station for monitoring of the dynamic effect in a subsidence basin
title_short Testing of the point accuracy of measurements by the RTK method at different distances of the reference station for monitoring of the dynamic effect in a subsidence basin
title_sort testing of the point accuracy of measurements by the rtk method at different distances of the reference station for monitoring of the dynamic effect in a subsidence basin
topic RTK- Real Time Kinematic
GPS- Global Positioning System
url http://actamont.tuke.sk/pdf/2007/n1/2vala.pdf
work_keys_str_mv AT romanvala testingofthepointaccuracyofmeasurementsbythertkmethodatdifferentdistancesofthereferencestationformonitoringofthedynamiceffectinasubsidencebasin