|
|
Technical Map of Tutorial Simulator
Kupcová, Anna ; Mottl, Tomáš (referee) ; Bureš, Jiří (advisor)
Bachelor’s thesis describes planimetric survey and hypsometry in a tutorial area for geodetical measurement in front of the Brno University of Technology’s Faculty of Civil Engineering using Global Navigation Satellite System. This locality is situated in a built-up area so the goal of the thesis is, besides creating the map of this area, considering the applicability and accuracy of the chosen method. The method of measurement was Real Time Kinematics with usage of RTK3-NS service (provided by Czech Positioning System), which provides differential corrective data from the nearest reference station. The survey included solving hidden points´ (trees, lampposts, etc.) positions and heights. The detailed survey points´ rectangular spatial coordinates Y, X in Datum of JTSK and heights H in Bpv Vertical Datum were calculated using the global transformation key ETRF JT 01 and a geoid model, that were part of a measuring device Leica 1230 GG. Thesis´ final product is the technical map of the locality at a scale of 1:500 valid for spring 2011, containing planimetry, hypsography and map lettering in a digital form. Thesis also embraces analysis of the applicability and the achieved accuracy of the applied method.
|
|
|
Technical Map of Tutorial Simulator
Kupcová, Anna ; Mottl, Tomáš (referee) ; Bureš, Jiří (advisor)
Bachelor’s thesis describes planimetric survey and hypsometry in a tutorial area for geodetical measurement in front of the Brno University of Technology’s Faculty of Civil Engineering using Global Navigation Satellite System. This locality is situated in a built-up area so the goal of the thesis is, besides creating the map of this area, considering the applicability and accuracy of the chosen method. The method of measurement was Real Time Kinematics with usage of RTK3-NS service (provided by Czech Positioning System), which provides differential corrective data from the nearest reference station. The survey included solving hidden points´ (trees, lampposts, etc.) positions and heights. The detailed survey points´ rectangular spatial coordinates Y, X in Datum of JTSK and heights H in Bpv Vertical Datum were calculated using the global transformation key ETRF JT 01 and a geoid model, that were part of a measuring device Leica 1230 GG. Thesis´ final product is the technical map of the locality at a scale of 1:500 valid for spring 2011, containing planimetry, hypsography and map lettering in a digital form. Thesis also embraces analysis of the applicability and the achieved accuracy of the applied method.
|
guest ::
