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Zaměření dané lokality jako podklad pro revitalizaci vodního toku, nádrží a objektů
HLAVINKA, Stanislav
The objective of my diploma thesis was the focus of the locations near the village Božetice. The reconnaissance, adding PPBP, make out and surveying work run throught out around the watercourse Mlýnská stoka. Before focusing the area and the subsequent set up assistant points was conducted reconnaissance of the current point field, a stabilization of new assistant points for surveying mark out. For measuring and surveying method was used rayon, polygonal traverse and the method of GNSS. Elevation of points were determined tachymetry or GNSS. The mark out was used Topcon total station R 340 5616 and South GPS S-82 receiver. Location was focused in the coordinate system S-JTSK and vertical system Bpv.
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Implementation of geodetic works within stakeout of landscaping
KLEMPA, Petr
Bachelor thesis "Implementation of geodetic works within stakeout of landscaping" is focused on the description of the process of geodetic methods and their subsequent implementation in the terrain, specifically in the area of Vitín. Stakeout took place on the basis of a valid digital cadastral maps. There was staked out eight points by polar method on the border of the parcel 1130/8 in cadastral area Vitín. There was staked out eighteen points by GNSS method on the border of the parcels 810/5 and 760/11. The aim of the study is to compare and evaluate of used geodetic methods in terms of accuracy, time constraints, etc.
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The use of GNSS technology for the purpose of demarcation land consolidation
JUSTOVÁ, Lenka
The goal of the submitted thesis was setting out newly proposed borders of land with GNSS technology in the context of the land consolidation. For a locality was selected cadastral area Kamenný Újezd near the České Budějovice. The procedure of each activity was related to the demarcation of the total of 78 points with GNSS method. The thesis revealed a time demands and a lower accuracy and while showed reduced effectiveness of using. The accuracy was related to the mean value coordinate error. The comparison was carried out with the geodetic method. At the same time to be solved a question of usefulness and meaningfulness stake out work for the purpose of land consolidation and the relationship of new owners to the new borders of land.
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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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Using geodetic and GPS methods for land admeasurement layout
PODROUŽEK, Jaroslav
Bachelor thesis ?Vytyčování pozemkových úprav geodeticky a metodou GPS? deals with the topic of land layout using both geodetic and GPS methods. The aim of the thesis is to compare geodetic and GPS methods used for layout of particular spots. The comparison focuses mainly on accuracy and efficiency of the used methods. The particular spots were used for realization of land admeasurement. The reconnaissance of the location according to geodetic data was used to evaluate the spot panel for the actual layout. Four spots for the layout were chosen in cadastral area Kamenný Újezd. For the geodetic method, I used total station LEICA TCR 407 POWER and for the GPS method, I used a Leica GPS system 1200 apparatus and a portable antenna ATX 1230 GG.
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