|
|
Demarcation line construction
HLAVINKA, Stanislav
The goal of my bachelor thesis was to demarcate line construction in the chosen locality. The demarcating took place in the village Včelná, cadastral area of České Budějovice. The goal of the thesis was to demarcate detailed points as a basis for future construction work. Before demarcating of the area of interest was conducted ceronnaissance of the current point field. A stabilization of new auxiliary points for demarcating was conducted. For the demarcating was used a method GNSS and a method rajon. The heights of the points were determined by technical leveling, tacheometry or by the method GNSS. A total station Topcon R 340 5616 and a GPS were used to demarcate. The locality was measured and demarcated with a coordinate system S-JTSK and a height system Bpv.
|
|
|
New supplying methods of production
POSPÍŠIL, Aleš
The main aim of this bachelor?s work is an analysis of the new established systém Kanban, between an external storehouse and a manufacturing plant in České Budějovice, and a comparison with the previous system of supplying.
|
|
| |
|
| |
|
| |
|
|
Project and surveying of the network for planimetry and hight points in the area of the river Jenín using several methods.
SVOBODOVÁ, Lenka
Dissertation was worked on the theme " Project and surveying of the network for planimetry and hight points in the area of the river Jenín using several methods". Target of this dissertation was building of point field, their planimetry and altitude destination like basis for another telemetry in range. On the basis of geodetic and map data was effected reconnaissance of the area, estimation of current point field, their completion to required density and locating new points by geodetic and GPS methods. It was built net of 16 points of the detailed planimetry point field and eight of them was subjekt of my dissertation. For planimetry and altitude survey by GPS method was used Trimble 4600LS device. By geodetic method points was located by electronic total station Leica TCR 407 power. Altitude of the three points was determined by the technical levelling using levelling machine Topcon AT {--} 22A and the other hights of points was calculated trigonometrically. Part of dissertation was processing of surveyed data, execution of graphic enclosure and comparing both methods.
|
|
|
Project and surveying of the network for planimetry and hight points in the area of the river Ostřice using several methods.
FINK, Miroslav
In this thesis was elaborated the topic: Project and surveying of the network for planimetry and hight points in the area of the river Ostřice using several methods. It{\crq}s purpose was a reconnaissance of the part of a basin of Ostřice, assessment of existing point field, propose and complete the point network for planimetry in sufficient density for further surveying work in the area and survey of location and level by using geodetic methods and GPS. The reconnaissance of the area was conducted due to geodetic and levelling data of the points and maps. A network of 18 points of the detailed point network was built. I located nine of them by using a GPS method and a method of polygonal traverse. The electronic total station Leica TC 407 was used for the point survey by the method of polygonal traverse, for the GPS method was used a GPS apparatus Trimble 4600LS. Altitude of the points was determined by the method of technical levelling. For the altitude determination was used a Topcon AT {--} 24A levelling device.
|
|
| |
|
|
Stating the point´s height by levelling
Doležalová, Hana
Earth´s shape is too difficult for geodesy, that´s why we choose different planes of reference. To find out point´s height means to define a plane of reference and to state vertical distance between the plane and the point, it can be done with levelling.
|
|
| |
guest ::
