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
doaj +2 more sources
Evaluation of low-energy contrast-enhanced spectral mammography images by comparing them to full-field digital mammography using EUREF image quality criteria [PDF]
European Radiology, 2015 Contrast-enhanced spectral mammography (CESM) examination results in a low-energy (LE) and contrast-enhanced image. The LE appears similar to a full-field digital mammogram (FFDM).
Marc B I Lobbes +2 more
exaly +4 more sources
Determination of Seabed Heights in the Area of Polish Territorial Waters in the Official Reference System [PDF]
TransNav, 2020 The determination of the height in the vertical reference frame in force in Poland is based both on national regulations (Council of Ministers Regulation, 2012) and on the resolution adopted by the EUREF subcommittee in Tromsø (Resolution No.
Jerzy B. Rogowski +2 more
doaj +1 more source
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
doaj +1 more source
Determination of normal heights in the area of Polish Economic Zone [PDF]
TransNav, 2017 The article presents a method of determining the level of the seabed in the Polish reference system. The authors show how to determine the ellipsoidal height of the seabed using GNSS measurements and single-beam echo sounders.
Jerzy B. Rogowski, Magdalena Klek
doaj +1 more source
Izzivi in dejavnosti v zvezi z državnim horizontalnim koordinatnim sistemom Slovenije ( = Challenges and activities on the national horizontal coordinate system of Slovenia) [PDF]
Geodetski Vestnik, 2018 This article describes the current situation and activities on the establishment of the national horizontal coordinate system of Slovenia. In Slovenia, a horizontal coordinate system (reference frame) denoted as D96/TM, which is based on the EUREF GPS ...
Klemen Medved +3 more
doaj +1 more source
Tropospheric products of the second GOP European GNSS reprocessing (1996–2014) [PDF]
Atmospheric Measurement Techniques, 2017 In this paper, we present results of the second reprocessing of all data from 1996 to 2014 from all stations in International Association of Geodesy (IAG) Reference Frame Sub-Commission for Europe (EUREF) Permanent Network (EPN) as performed at the ...
J. Dousa, P. Vaclavovic, M. Elias
doaj +1 more source
Technical and Business Aspects of Battery Electric Trucks—A Systematic Review
Future Transportation, 2022 Heavy-duty trucks (HDTs) are responsible for considerable fuel consumption and greenhouse gas emissions (GHG) in the road transportation sector due to their heavier weight, and significantly more miles travelled in comparison with other vehicles ...
Shishir Bhardwaj, Hamid Mostofi
doaj +1 more source
Geodesy and Cartography, 2011 Lithuania has been participating in the activities of the EUREF permanent network since 1996, when GPS station VILNIUS started regular continuous tracking of GPS satellites.
Eimuntas Paršeliūnas +3 more
doaj +1 more source
Improvement and extension of ETRS 89 in Latvia and Lithuania based on the NKG 2003 GPS campaign
Geodesy and Cartography, 2012 The present ETRS 89 realisations in Latvia and Lithuania are based on the EUREF‐BAL'92 campaign, which has an estimated accuracy of the same level as the original EUREF 89 campaign (class C).
Lotti Jivall +2 more
doaj +1 more source