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Proposal and model of the detailed point network of positional point field by using total station and GPS.
JANOUŠKOVÁ, Zuzana
This thesis was elaborated on the topic: Proposal and model of the detailed point network of positional point field by using total station and GPS. The detailed point network of positional point field was construct for following etailed measure as a part of complex land adaptation in cadastral area Záblatí u Prachatic and in cadastral area Horní Záblatí in the region of Prachatice. The aim was reconnaissance of the interest locality and existing point field, propose and complete existing network to cover interest locality in the desiderative density. Following the geodetic reading and map bases the reconnaissance of the ground control was done. The point network was completed by 15 detailed measuring points using the GPS method and the method of polygonal traverse and polar method. There was used the electronic total station Leica TC407 for polar method and for polygonal traverse, for GPS was used apparatus Leica GPS system 300 for the measuring in terrain.
Project and realisation of the network for planimetry control points using the methods geodetic and GPS.
VÁLKA, Michal
This thesis was elaborated on the topic: Project and realisation of the network for planimetry control points using the methods geodetic and GPS. The aim was carry out the reconnaissance of the terrain, valorize of the current state of the point field in the selected locality, as necessary complete him in the density for the detailed mapping of big ratio scale and locate. All calculations, evaluation of the accuracy and processing of the graphic supplements were a part of this thesis. The point network was built in the cadastral territory Horní Planá in the drainage area of the river Ostřice. Following the geodetic data and the map basis was effected the reconnaissance of the selected locality, the stabilization of the new points PPBP and after that they were positional located. On the whole there were stabilized 14 new points. They were located by using the total station Leica TC407 by the help of double - sided incorporated and double - sided oriented polygonal traverse and by using GPS station Trimble 4600LS for the fast static method.

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