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Documentation of the Trialpark Kyjov complex
Matula, Jakub ; Kuruc, Michal (referee) ; Vondrák, Jiří (advisor)
The main aim of this bachelor thesis is the description of purpose map creation. For the mapping the locality called Trialpark Kyjov in the cadastral area Nětčice u Kyjova was used. In this thesis we will find the measurement, calculation, and execution of graphic sheets. As the result there is the purpose map at a scale 1:500 in the coordinate system S-JTSK and Bpv height system. The map meets the conditions of the third accuracy class of ČSN 01 3410.
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Railway track deformation measurement
Leischner, Ludvík ; Bureš, Jiří (referee) ; Švábenský, Otakar (advisor)
This bachelor thesis is about measuring deformations on railway bridge in Znojmo. The horizontal and vertical changes of railway track on the bridge and newly renovated bridge construction were measured by using two independent methods, namely 3D polar method and kinematic GNSS Stop & Go method. The assessment of the longitudinal shifts depending on atmospheric conditions especially the temperature changes is an essential goal of this work. Another key aim is the determination of precision of both independ-ent measuring methods.
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Documentation of the Trialpark Kyjov complex
Matula, Jakub ; Kuruc, Michal (referee) ; Vondrák, Jiří (advisor)
The main aim of this bachelor thesis is the description of purpose map creation. For the mapping the locality called Trialpark Kyjov in the cadastral area Nětčice u Kyjova was used. In this thesis we will find the measurement, calculation, and execution of graphic sheets. As the result there is the purpose map at a scale 1:500 in the coordinate system S-JTSK and Bpv height system. The map meets the conditions of the third accuracy class of ČSN 01 3410.
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Railway track deformation measurement
Leischner, Ludvík ; Bureš, Jiří (referee) ; Švábenský, Otakar (advisor)
This bachelor thesis is about measuring deformations on railway bridge in Znojmo. The horizontal and vertical changes of railway track on the bridge and newly renovated bridge construction were measured by using two independent methods, namely 3D polar method and kinematic GNSS Stop & Go method. The assessment of the longitudinal shifts depending on atmospheric conditions especially the temperature changes is an essential goal of this work. Another key aim is the determination of precision of both independ-ent measuring methods.
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