State borders in ETRS89 coordinates – reality or fiction ? [PDF]
Geoinformatics FCE CTU, 2015 Common unique ETRS89 coordinates of the state boundaries are crucial for cross-border data harmonization for international projects. In the frame of European Location Framework (ELF) project Czech Office for Surveying, Mapping and Cadastre (ČÚZK ...
Jiří Poláček
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The use of modern technologies in the surveying field [PDF]
MATEC Web of Conferences, 2021 In order to achieve or complete the 1: 1.000 scale situation plan and the digital terrain model for the Timişoara - Sibiu highway section, and given the difficult access conditions in the project area, it was decided to use photogrammetric techniques for
Dragomir Lucian Octavian +2 more
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Orientierung eines untertägigen Polygonzugnetzes im Lagebezug ETRS89/UTM [PDF]
, 2016 Im Rahmen einer Diplomarbeit wurden 2015 die untertägigen Polygonzugnetze der Gruben Unterbreizbach/Merkers der K+S KALI GmbH im Lagebezug ETRS89/UTM neu orientiert und Ergebnisse verschiedener Messepochen ausgeglichen.
Rasche, Harald +2 more
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Metoda PPP pri statični izmeri GNSS ( = PPP method for static GNSS survey) [PDF]
Geodetski Vestnik, 2014 This paper presents Precise Point Positioning (PPP), a method of GPS observation processing from a single receiver that provides coordinates of the highest quality.
Oskar Sterle +2 more
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REFERENT STATION IN OHRID AS THE PART OF EUROPIAN PERMANENT NETWORK (EPN) [PDF]
Geodetski Glasnik, 2012 Permanent GNSS station in Ohrid is one of 244 stations from European Permanent Network. Republic of Macedonia in july2000 follows modern trends and included this point in EUREF permanent network.
Zlatko Bogdanovski, Zlatko Srbinoski
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Modernised transformation between the old Dutch national CRS and ETRS89 [PDF]
Micro, Macro & Mezzo GeoinformationThere are two ways to modernise a national projected (or state plane) coordinate reference system. The first option is to introduce a new coordinate reference system (CRS). A new, homogeneous national CRS allows straightforward transformation to and from
Jochem Lesparre, Lennard Huisman
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State Plane Coordinate Systems of North Macedonia [PDF]
Micro, Macro & Mezzo GeoinformationThe coordinate reference system (CRS) of North Macedonia constitutes a hybrid legacy of the former Yugoslav geodetic framework, founded on the Hermannskogel datum, Bessel 1841 ellipsoid, and Gauss–Krüger projection with a central meridian of 21°E ...
Bashkim Idrizi
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Recent steps towards the introduction of ETRS89 in Austria : Uvajanje ETRS89 v Avstriji [PDF]
Geodetski Vestnik, 2007 The introduction of ETRS89 in Austria is done in two steps: on the one hand homogeneous ETRS89 coordinates can be determined by using APOS – the Austrian Positioning Service.
Norbert Höggerl, Erich Imrek
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From EPSG 2462 to EPSG 6870: The evolution of coordinate systems in Albania and the importance of KRGJSH 2010 for National Geospace [PDF]
Micro, Macro & Mezzo GeoinformationThe evolution of coordinate reference systems in Albania reflects a profound technical, institutional, and strategic transformation, marking the transition from a locally derived legacy system (EPSG:2462 – Albanian 1987 / Gauss–Krüger zone 4) to a modern,
Pal Nikolli +3 more
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Some key facts for the realization of a modern National Geodetic Reference System/Frame: The Hellenic case [PDF]
Micro, Macro & Mezzo GeoinformationThe realization of a modern National Geodetic Reference System/Frame (NGRSF) for each country plays a crucial role in many applications, such as cadastre, public works, and, lately, the monitoring of climate change (at least at the local scale).
Dimitrios Ampatzidis +2 more
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