<?xml version="1.0"?><rdf:RDF xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:edm="http://www.europeana.eu/schemas/edm/" xmlns:wgs84_pos="http://www.w3.org/2003/01/geo/wgs84_pos" xmlns:foaf="http://xmlns.com/foaf/0.1/" xmlns:rdaGr2="http://rdvocab.info/ElementsGr2" xmlns:oai="http://www.openarchives.org/OAI/2.0/" xmlns:owl="http://www.w3.org/2002/07/owl#" xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:ore="http://www.openarchives.org/ore/terms/" xmlns:skos="http://www.w3.org/2004/02/skos/core#" xmlns:dcterms="http://purl.org/dc/terms/"><edm:WebResource rdf:about="http://www.dlib.si/stream/URN:NBN:SI:doc-Y6Y5XD6E/174a8e1b-640e-460a-a9a8-032a60dc0cbe/PDF"><dcterms:extent>6948 KB</dcterms:extent></edm:WebResource><edm:WebResource rdf:about="http://www.dlib.si/stream/URN:NBN:SI:doc-Y6Y5XD6E/6a03ae06-3666-4ff3-a6b2-fa78f37bf29f/TEXT"><dcterms:extent>38 KB</dcterms:extent></edm:WebResource><edm:TimeSpan rdf:about="1973-2025"><edm:begin xml:lang="en">1973</edm:begin><edm:end xml:lang="en">2025</edm:end></edm:TimeSpan><edm:ProvidedCHO rdf:about="URN:NBN:SI:doc-Y6Y5XD6E"><dcterms:isPartOf rdf:resource="https://www.dlib.si/details/URN:NBN:SI:spr-KHWREVIC" /><dcterms:issued>2022</dcterms:issued><dc:creator>Kobale, Žiga</dc:creator><dc:creator>Koler, Božo</dc:creator><dc:creator>Urbančič, Tilen</dc:creator><dc:format xml:lang="sl">številka:3</dc:format><dc:format xml:lang="sl">letnik:66</dc:format><dc:format xml:lang="sl">str. 351-366</dc:format><dc:identifier>ISSN:0351-0271</dc:identifier><dc:identifier>DOI:10.15292/geodetski-vestnik.2022.03.351-366</dc:identifier><dc:identifier>COBISSID:126514947</dc:identifier><dc:identifier>URN:URN:NBN:SI:doc-Y6Y5XD6E</dc:identifier><dc:language>sl</dc:language><dc:publisher xml:lang="sl">Zveza geodetov Slovenije</dc:publisher><dcterms:isPartOf xml:lang="sl">Geodetski vestnik</dcterms:isPartOf><dc:subject xml:lang="sl">geodezija</dc:subject><dc:subject xml:lang="sl">interpolacija</dc:subject><dc:subject xml:lang="sl">povprečna višina</dc:subject><dc:subject xml:lang="sl">SiVis</dc:subject><dc:subject xml:lang="sl">višinska transformacijska ploskev</dc:subject><dc:subject xml:lang="sl">višinski datum</dc:subject><dc:subject xml:lang="sl">višinski sistem</dc:subject><dcterms:temporal rdf:resource="1973-2025" /><dc:title xml:lang="sl">Določitev višinske transformacijske ploskve na območju vzhodne Slovenije| Determination of the height transformation surface in an area of eastern Slovenia|</dc:title><dc:description xml:lang="sl">In this work, we analyzed the quality of height transformation between the old height system SVS2000 (vertical datum Trieste) and the new height system SVS2010 (vertical datum Koper). Based on the height differences of the benchmarks between the old and the new height systems stabilised in the area of eastern Slovenia, we determined the height transformation surface for two areas of different sizes. For both areas we analyzed the influence of different interpolation methods and the influence of using height differences of benchmarks of different orders of the levelling net. We found that the quality of height transformation is satisfactory for most surveying services. We have also analyzed the quality of the height transformation based on the average height difference of the benchmarks by using the SiVis software, which is intended for the transformation of ellipsoidal heights obtained by GNSS measurements, between the old and the new height systems</dc:description><dc:description xml:lang="sl">V prispevku smo analizirali kakovost transformacije višin med starim višinskim sistemom SVS2000 (višinski datum Trst) in novim višinskim sistemom SVS2010 (višinski datum Koper). Na podlagi razlik višin reperjev, ki so stabilizirani na območju vzhodne Slovenije, v starem in novem višinskem sistemu smo določili višinsko transformacijsko ploskev za različno veliki območji. Za obe smo analizirali vpliv različnih interpolacijskih metod in vpliv uporabe razlik višin reperjev različnih redov nivelmanske mreže. Ugotovili smo, da je kakovost transformacije višin zadovoljiva za večino geodetskih storitev. Kakovost transformacije višin na podlagi povprečne razlike višin reperjev smo analizirali tudi s programom SiVis, ki je sicer namenjen transformaciji elipsoidnih višin, pridobljenih z GNSS-višinomerstvom, med starim in novim višinskim sistemom</dc:description><edm:type>TEXT</edm:type><dc:type xml:lang="sl">znanstveno časopisje</dc:type><dc:type xml:lang="en">journals</dc:type><dc:type rdf:resource="http://www.wikidata.org/entity/Q361785" /></edm:ProvidedCHO><ore:Aggregation rdf:about="http://www.dlib.si/?URN=URN:NBN:SI:doc-Y6Y5XD6E"><edm:aggregatedCHO rdf:resource="URN:NBN:SI:doc-Y6Y5XD6E" /><edm:isShownBy rdf:resource="http://www.dlib.si/stream/URN:NBN:SI:doc-Y6Y5XD6E/174a8e1b-640e-460a-a9a8-032a60dc0cbe/PDF" /><edm:rights rdf:resource="http://creativecommons.org/licenses/by-nc/4.0/" /><edm:provider>Slovenian National E-content Aggregator</edm:provider><edm:intermediateProvider xml:lang="en">National and University Library of Slovenia</edm:intermediateProvider><edm:dataProvider xml:lang="sl">Zveza geodetov Slovenije</edm:dataProvider><edm:object rdf:resource="http://www.dlib.si/streamdb/URN:NBN:SI:doc-Y6Y5XD6E/maxi/edm" /><edm:isShownAt rdf:resource="http://www.dlib.si/details/URN:NBN:SI:doc-Y6Y5XD6E" /></ore:Aggregation></rdf:RDF>