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National Repository of Grey Literature 2 records found  Search took 0.00 seconds. 
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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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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