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Survey and preparation of a large-scale map
Pošvic, Filip ; Nosek, Jakub (referee) ; Vondrák, Jiří (advisor)
The work deals with the creation of a thematic map of the Kamechy Sports Complex in Brno-Bystrc. The map is created at a scale of 1:250. The paper describes the measurement location, the instruments and methods chosen, and how and in which computational programs the measurement data was processed. The map also underwent accuracy testing. The resulting thematic map is produced in the JTSK coordinate system and the Bpv height system.
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Measurement and creation of a large-scale map in the Zlobice locality
Hrabalová, Adéla ; Ježek, Jiří (referee) ; Vondrák, Jiří (advisor)
The main porpoise of this bachelor thesis is create a thematic map in the locality ofZlobice, which is located in the cadastre unit of Malhostovice. The content of this work is the whole process of creation, from terrain reconnaissance, through creating a survey net, detailed survey, calculation processing procedures, accuracy testing, to graphic processing. For the 3rd accuracy class was testing carried out according to the criteria specified in ČSN 01 3410. The result is a thematic map at a scale of 1 : 250, in the S-JTSK coordinate system and the Bpv height system.
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Metric survey documentation of the ground floor of the south-eastern part of the Veveří Castle main palace
Pospíšil, Ondřej ; Kuruc, Michal (referee) ; Machotka, Radovan (advisor)
The master´s thesis is focused on the surveying documentation of the ground floor of the souteastern part of the Palace with the sword tower at Veveří Castle. The work was carried out during the academic year 2023/2024 at the Institute of Geodesy, Faculty of Civil Engineering, Brno University of Technology. The aim of the thesis is to create detailed documentation of the part of the palace using laser scanning, which, allows for the acquisition of precise data on the geometry and structure of the object. The resulting documentation includes architectural drawings that reflect the geometric accuracy of the object and comply with the regulations for the surveying of heritage objetcs and the drawing of architectural object.
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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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Testing of Precise Point Positioning Method
Nosek, Jakub ; Kratochvíl, Radim (referee) ; Machotka, Radovan (advisor)
This diploma thesis deals with the Precise Point Positioning (PPP) method in various variants. The thesis describes the theoretical foundations of the PPP method and the most important systematic errors that affect accuracy. The accuracy of the PPP method was evaluated using data from the permanent GNSS station CADM, which is part of the AdMaS research center. Data of the period 2018 – 2019 were processed. The results of combinations of different GNSS and the results of different observation periods were compared. Finally, the accuracy was verified at 299 IGS GNSS stations.
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Testing of an Accuracy of Mobile Laser Scanning
Hoffmannová, Lada ; Volařík, Tomáš (referee) ; Kuruc, Michal (advisor)
Diploma thesis describes collecting of data by mobile mapping system Riegl VMX-450. Science centre AdMas was captured with mobile mapping system. For the purpose of testing the accuracy, a calibration field was constructed in AdMaS. Main part of the thesis deals with testing of the accuracy of point cloud. Calibration field's coordinates were obtained by adjustment of the geodetic network using the least squares adjustment. During the testing, the coordinates of the calibration field points determined by the adjustment of the geodetic network and the coordinates of the points determined from the point cloud were compared. Another part of the work deals with testing of the accuracy, when target's position is in different height levels.
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Mobile Mapping
Manda, David ; Sukup, Jan (referee) ; Hanzl, Vlastimil (advisor)
The aim of this thesis is introduce the mobile mapping system IP-S2, which is using by company GEODIS BRNO, and perform data collection by this system. Measure the identical points, determine their coordinates and compare with coordinates obtained by mobile mapping system. The conclusion of this thesis is focused on testing the accuracy of the mobile mapping system.
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Determination of coordinates and heights of calibration field points
Pospíšil, Ondřej ; Vondrák, Jiří (referee) ; Machotka, Radovan (advisor)
The bachelor's thesis describes the determination of coordinates and heights of calibration field points in the AdMaS complex. An auxiliary measuring network was built in the specified locality. From the tops of this network, a detailed survey of the calibration field points followed. The main part of the work deals with testing the accuracy of determining the coordinates and heights of points. The final part of the work deals with the comparison and testing of the accuracy of determining the coordinates and heights of points between the new determination of the points of the calibration field and the determination from the previous stages of measurement. All protocols, calculations, lists of coordinates, overviews, including a technical report are located in the appendices to this bachelor's thesis.
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Consolidation and processing of data from a permanent GNSS station CADM
Nosálková, Karolína ; Kuruc, Michal (referee) ; Nosek, Jakub (advisor)
The aim of this bachelor's thesis was to process and the quality control check of the data from the permanent CADM station. The CADM station is located in the AdMaS research center. The raw observation data from 2018-2021 were converted to the standard RINEX format with a sampling frequency of 10s and 30s. GNSS data quality control was performed using the G-NUT / Anubis program. The daily coordinates of the station were calculated in the Trimble Business Center program with a connection to the nearest EUREF Permanent Network stations. The processing of time series of coordinates and the calculation of the resulting ETRF2000 coordinates were performed using own scripts in the MATLAB programming.
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