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Survey of the actual state of the building as a basis for reconstruction
HLÁSEK, Petr
My topic of my thesis was the survey of the actual state of the building as a basis for reconstruction. Surveying the actual state took place in the South Region in Pisek, cadastral surveying 720755. As a building, I chose the bridge of Fráni Šrámka no. 20-069 on the road I20 / E49 connecting regional cities Ceske Budejovice and Plzen, spanning the Otava River. The focus of the bridge was necessary due to poor technical condition of the bridge equipment, their influence there was water leaking into the supporting structure of the bridge. The aim was to focus the actual condition of the bridge, and planimetry and altimetry a scale of 1: 250. Before focusing bridge was necessary reconnaissance current point field. After reconnaissance followed selection and stabilization of new auxiliary points for orientation. The focus of the bridge was used Leica Total Station TCRM 1205 R300. Based on focus were drawn and computer graphic work. The building was targeted in a coordinate system S - JTSK a vertical system Bpv.
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Revision and completion a courseware geodetic field "Lipno"
MATOUŠOVÁ, Martina
This diploma thesis focuses on introduction of nowadays quite common technology - GNSS (global navigation satelite systems). In its part, it revises and completes a courseware geodetic field Lipno, which has been established for the needs of geodetic operations courses for students of University of South Bohemia in České Budějovice, landscape management.
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Review and preparation detailed point fields for geodetic measurement of anthropogenic underground spaces
RAJTMAJER, Stanislav
Bachelor thesis mainly deals with the formation of a surface point field in the center of Melnik and underground geodetic control in some underground areas townhouses. The first part focuses on a brief description and history of Melnik and its underground areas. The following sections describe the verification of the existing leveling points ČSNS using geometric leveling and then connect the newly stabilized detailed surface point field. Furthermore, the work focuses on the stabilization of the new surface point field, which was also directed by GNSS, spatial polar method (polygonal respectively) and geometric leveling, then you connect the underground point field on surface and underground areas to focus solely. Finally, I present calculations and the results of different methods of measurement point field.
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Detailed alignment of chosen area as a base projection of line structure
HLÁSEK, Petr
The topic of my thesis was a detailed focus planimetry and altimetry location selected as the basis for line construction project. Detailed surveying took place in Milevsko Švermova street in the cadastral Milevsko 694673 street with a length of approximately 1000 meters. The aim was to create a polohopisného výškopisného plan at a scale of 1:250. Before the focus of interest was the site of the current point field reconnaissance. Moreover a new stabilization hints for detailed focus. The focus was used tachometric method. Height of the new auxiliary points were determined by technical leveling. Was used to measure the total station Leica TCRM1205 R300. The site was targeted in a coordinate system S-JTSK and height of Bpv. Based on focus were made computing and graphics processing.
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Application of geodetic and GNSS method during setting out of Land adjustment.
PODROUŽEK, Jaroslav
This diploma thesis titled ?Application of the geodetical method and GNSS method for land location? deals with the topic of laying reference points of lands using the traditional geodetical method and the method integrating the GNSS technology. The comparison of the used methods focuses mainly on the productivity, efficiency and accuracy of the geodetical work. The initial preparatory works included reference points evaluation and recognition. After that a coordinate frame of reference points was established for the use of the geodetical method. The final layout of the reference points was performed by means of the geodetical method as well as the GNSS method employing the permanent measuring station Czepos. The average coordinates fault was taken into account when the accuracy of the coordinates position was analyzed. The laid reference points were used to maintain the actual land cadastration.
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Focus of the historical building
LACINÁ, Zuzana
The bachelor thesis is elaborated on the Historical focus of the building. The goal of this work is the selection of a suitable building, building point field, focus by appropriate methods and calculations in surveying softwares. In the first part theory is elaborated on the description of the selected object and preparation of the point field. Preparation before the actual measurement contains several important steps which are the field reconnaissance and the appropriate selection of the surveying network. There is also elaborated the theory of point fields elaborated on this bachelor and the actual establishment of the field point for measurement. The second part of this thesis is aimed at surveying methods and calculations in surveying software. It describes the surveying instruments used in surveying work and contains a detailed procedure of calculations processed in the GROMA and GEUS surveying software. Summary of notebooks of measuring and protocols of all calculations are in the annexes. The aim of this thesis is the focus of the selected object and the output in the form of a list of coordinates which was used for processing the thesis of our colleague Vladimír Šíma.
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Creating 3D training network.
ŠOUREK, Martin
Graduation theses is called Creating 3D Training Network. The thesis is divided into two main parts. The first part is theoretical and speaks about the creating of new 3D network and its surveying. Considering thesis{\crq}s size the theory is worked up factual for needfulness of that thesis. The theoretical knowledge were extract from accessible literature. The other part is practical. At this part I described the methodology of single works along with used machines and summary of calculations and outcomes of surveying. Concrete records of calculations, topography of new created points, overview of new created training network etc. are parts of appendices. The practical knowledge were obtained from literature, my knowledge and above all from the conslutations with the graduation theses{\crq}s supervisor. Graduation theses is aimed to creating of new 3D training network intended for education of Geodesy 1 and Geodesy 2 of branch Land Adjustment and Real Estate Trade.
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Detailed surveying of planimetry and altitude points in the part of the area of the river Ostřice as control points in order to watch long time changes of the landscape.
HOJDEKR, Michal
The subject of my diploma project has been detailed surveying of planimetry and altitude points in the part of the area of the river Ostřice as control points in order to watch long time changes of the landscape. Mapping work carried out in the surroundings of the village land Hodňov in the cadastral territory of Horni Plana 5-2 in the approximate area of 27 hectare. The aim of this work was the creation of planimetric and hypsographic plan at a scale of 1:500, which was based on field reconnaissance and the current point field, the proposal stabilization and surveying detailed points, a detailed surveying situation, computational work and graphic processing. The alignment of interest locations were used tacheometrical method. Height detailed and auxiliary points were determined trigonometric and situation were determined polar. For measurement purposes was used a total station Leica TCR 407 power. The coordinates of all points are identified in the system S-JTSK and height are identified in the system BPV.
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The delineation of boundaries of wood lands as a part of complex land adaptation.
JÁKLOVÁ, Hana
This thesis was elaborated on the topic: The delineation of boundaries of wood lands in cadastral area Vrcov in the region of České Budějovice as a part of complex land adaptation. The aim was to delineate and to measure the ground control and consequently set out the boundaries of the lots. Fallowing the technical and map bases the reconnaissance of the terrain and the ground control was done. The ground control was completed by 127 secondary measuring points using the GPS method and the method of area survey net. The main part of the thesis describes the process of the delineation. For the measuring in terrain there was used the electronic total station Leica TC 1103 and the polar method. The last part is about checking of the precision of measurement, elaboration of the setting out sketch and the process of the transfer to the owners of lots.
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Detailed surveying of planimetry and altitude points in the part of the area of the river Jenín as control points in order to watch long time changes of the landscape.
ARNOŠTOVÁ, Tereza
The theme of this thesis was a detailed planimetric survey and altimetric surfy in a part of the basin of Jenín as a map base to monitor long-term landscape changes. Location of this area was performed near the town of Jenín. Jenín is located in the cadastre unit of Jenín, the town of Dolní Dvořiště, Český Krumlov region. The extent of the mapped area is 40 ha. The aim of this study was to make a planimetric map and a topographic map on a scale of 1:1000. Terrain reconnaissance and current minor control reconnaissance anticipated the map execution as well as the point monumentation proposal and location of detailed survey points, computational process and cartographic works. The area was located by tacheometry. Location of detailed survey points was settled by polar method, heights were measured trigonometrically. Position data of all points are given in the Uniform Trigonometric Cadastral Network and hypsographic Baltic Vertical system.
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