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Приказ резултата 11-20 од 58
The global positioning system in geodetic surveying / Tehnologije globalnog sistema za pozicioniranje u funkciji geodetskog premera
(Savez inženjera i tehničara Srbije, Beograd, 2005)
The main task of the surveying is definition, identification, demarcation, measuring and mapping of the boundaries of the natural and artificial objects on the Earth surface. To define the relationship between points, the ...
The survey with the application of the modern measure instruments / Snimanje tačaka detalja primenom savremenih mernih uređaja - prednosti i nedostatci
(Republički geodetski zavod Srbije, Beograd, 2003)
The paper deals with implementation of modern technologies in cadastral surveying. Advantages and disadvantages of modern technologies are analyzed referred to classical equipment used so far. It is known that GPS can ...
The analysis of horizontal positional accuracy of the Digital topographic map 1:50 000 produced by Military Geographical Institute / Analiza horizontalne položajne tačnosti Digitalne topografske karte 1:50 000 izdanja Vojnogeografskog instituta
(Savez inženjera i tehničara Srbije, Beograd, 2009)
This paper describes methodology used for assessment the horizontal positional accuracy of Digital topographic map in scale 1: 50 000 produced by Military Geographical Institute, and gives review of obtained results. Two ...
Analysis of vertical deflection differences obtained by astrogeodetic and gravimetric methods
(Proceedings of the Xiii National Conference of Yugoslav Astronomers, 2003)
Components of vertical deflection as a function of anomaly potential are determined by using astrogeodetic or gravimetric methods. In this paper components of deflections obtained by astrogeodetic method were considered ...
The education of surveyors in Republic of Serbia / Sistem obrazovanja geodetskog kadra u Republici Srbiji
(Savez inženjera i tehničara Srbije, Beograd, 2009)
In Serbia, like in many other countries, there are three various levels of schools for surveyor's education: secondary, higher and academic (faculty). Except these, we must mention two academic, faculty levels - Master and ...
The method of the calculation of the terrain slope in the raster GIS and DTM application / Određivanje nagiba terena u rasterskim GIS i DMT aplikacijama
(Republički geodetski zavod Srbije, Beograd, 2003)
Various methods for the calculation of the terrain slope used in the gridded DTMs are presented in this work. Some of the results obtained from research based on the efficiency of the application of these methods are also ...
Current activities regarding matching the national reference frame to ETRS of Republic of Serbia and the surrounding countries / Dosadašnje aktivnosti uklapanja postojećih državnih koordinatnih sistema u ETRS Republike Srbije i zemalja u okruženju
(Republički geodetski zavod Srbije, Beograd, 2009)
In the world, as well as us, all the greater use of GPS technology, there is a justified need for the determination of transformation models between existing and new reference system. The paper presents a GPS reference ...
Photogrammetry of archaeological site felix romuliana at gamzigrad using aerial digital camera and non-metric digital camera
(International Society for Photogrammetry and Remote Sensing, 2008)
Some limitation brought to us by cameras and imaging platforms sometimes can not be overcome as for the case of minimum airplane flight height used as platforms. In other case imaging of larger territories is often irrational, ...
Production of country wide Dtm for serbia and montenegro
(International Society for Photogrammetry and Remote Sensing, 2004)
Project of building country wide DTM for Serbia and Montenegro is coming to its final phase. The project is based on scanning and vectorization of contours from existing 1:25000 topographic maps. Supplementing contour data ...
Geoid determination in Serbia
(Adria Microplate GPS Geodesy, Tectonics and Hazards, 2006)
At the end of 2003, a preliminary geoid of Serbia was determined by fitting the gravimetric geoid into undulations determined by GPS and leveling (GPS/dh) techniques. The gravimetric geoid was determined using data from ...