ETRS89/D96-17 – Rezultat GNSS-izmere EUREF Slovenija 2016 ( = ETRS89/D96-17 – A result of the EUREF Slovenia 2016 GNSS campaign) [PDF]
Geodetski Vestnik, 2020 The horizontal component of the national spatial reference system of Slovenia is based on EUREF GPS campaigns at the passive GNSS-network of EUREF sites in the years 1994–1996.
Sandi Berk +3 more
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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 borders in ETRS89 coordinates – reality or fiction ?
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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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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Realising of ETRS89 as the National reference frame in Norway - EUREF89 : Vzpostavitev ETRS89 kot državnega referenčnega sestava na Norveškem - EUREF89 [PDF]
Geodetski Vestnik, 2007 The introduction to a new geodetic reference frame EUREF89 in Norway is described. The further steps for a complete transition of data bases from the old system, Norwegian system, to the new EUREF89 arealso briefly described.
Oddgeir Kristiansen +2 more
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The problem of temporal validity of reference coordinates in the context of reliability of the ETRS89 system realization in Poland [PDF]
Artificial Satellites, 2012 ABSTRACT The IAG (International Association of Geodesy) Sub-Commission for the European reference frame (EUREF) passed a resolution recommending application of the ETRF2000 frame as national realizations of the ETRS89 reference system during the XXth EUREF Symposium in Gävle (Sweden) in 2010. The PL-ETRF2000 system is comprised of EPN
Karolina Szafranek
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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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A dataset on potentially groundwater-dependent vegetation in the Sierra Nevada Protected Area (Southern Spain) and its underlying NDVI-derived ecohydrological attributesZENODO [PDF]
Data in BriefThis dataset provides a spatially explicit classification of potentially groundwater-dependent vegetation (pGDV) in the Sierra Nevada Protected Area (Southern Spain), generated using Sentinel-2 imagery (2019–2023) and ecohydrological attributes derived ...
Javier Cabello +6 more
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Síť trigonometrických bodů I. řádu JTSK a její propojení s realizací systému ETRS89 v ČR
Družicové metody v teorii a praxi 2024The JTSK First order trigonometric points (TP) network was being built on the Czechoslovakia territory between 1921 and 1953.Its initial implementation was completed in the spring of 1927 and included 268 trigonometric points, which thus form the basic framework of the Czechoslovak positional geodetic control.
Pavel Taraba
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Overstap van RD naar ETRS89: Kans of dreiging?
, 2013 OTB Research Institute for the Built ...
Broekman, R. (author) +3 more
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