<?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-IO6UYXAZ/cdd8e31d-dda3-41fb-9712-8346a3d1aab5/HTML"><dcterms:extent>35 KB</dcterms:extent></edm:WebResource><edm:WebResource rdf:about="http://www.dlib.si/stream/URN:NBN:SI:DOC-IO6UYXAZ/b615fb2e-d4d7-4f18-ae68-7784c195cf83/PDF"><dcterms:extent>467 KB</dcterms:extent></edm:WebResource><edm:WebResource rdf:about="http://www.dlib.si/stream/URN:NBN:SI:DOC-IO6UYXAZ/b5e603a3-c363-4c95-8092-4ec657bcc889/TEXT"><dcterms:extent>27 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-IO6UYXAZ"><dcterms:isPartOf rdf:resource="https://www.dlib.si/details/URN:NBN:SI:spr-KHWREVIC" /><dcterms:issued>2013</dcterms:issued><dc:creator>Kogoj, Dušan</dc:creator><dc:creator>Mazić, Edin</dc:creator><dc:creator>Savšek, Simona</dc:creator><dc:creator>Tuno, Nedim</dc:creator><dc:format xml:lang="sl">številka:2</dc:format><dc:format xml:lang="sl">letnik:57</dc:format><dc:format xml:lang="sl">str. 233-244</dc:format><dc:identifier>ISSN:0351-0271</dc:identifier><dc:identifier>COBISSID:6284897</dc:identifier><dc:identifier>URN:URN:NBN:SI:doc-IO6UYXAZ</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="en">coded staff</dc:subject><dc:subject xml:lang="en">digital level</dc:subject><dc:subject xml:lang="sl">digitalni nevelir</dc:subject><dc:subject xml:lang="sl">kodirana lata</dc:subject><dc:subject xml:lang="en">levelling</dc:subject><dc:subject xml:lang="sl">nivelman</dc:subject><dc:subject xml:lang="en">optimal distance of sight line</dc:subject><dc:subject xml:lang="en">refraction</dc:subject><dc:subject xml:lang="sl">refrakcija optimalna dolžina vizure</dc:subject><dcterms:temporal rdf:resource="1973-2025" /><dc:title xml:lang="sl">Optimalna dolžina vizure digitalnega nivelirja Leica geosystems DNA03| Optimal sighting distance of a Leica geo-systems DNA03 digital level|</dc:title><dc:description xml:lang="sl">Digital levels significantly simplify field work with regards to automated staff reading, measurement corrections and data storage. However, these instruments are subject to a number of influences whose effects can cause errors in measurements. This especially applies to the negative influence of refraction, which is a serious limiting factor of accuracy in precise levelling. It is still necessary to rectify the effects of refraction via professional analysis of levelling conditions and then choose the best methodology of work. It is particularly important to determine the optimal line-of-sight distance, which yields quality results while keeping greater work productivity. The impact of sight distance of a Leica DNA03 digital levelon the final results of levelling network was investigated and described in this article</dc:description><dc:description xml:lang="sl">Digitalni nivelirji so zelo poenostavili delo na terenu, saj so čitanje na lati, popravki meritev in shranjevanje podatkov popolnoma avtomatizirani. Vendar tudi na te instrumente deluje niz vplivov, ki lahko povzročijo odstopanja v meritvah. To se nanaša predvsem na negativni vpliv refrakcije, kije glavni moteči dejavnik za doseganje natančnosti preciznega nivelmana. Na podlagi strokovne analize merskih pogojev je treba spremljati vpliv refrakcijein izbrati najustreznejšo metodo dela. Zato je zelo pomembno določiti optimalno dolžino vizure, ki bo omogočala doseganje optimalnih rezultatov, hkrati pa ohranila čim večjo produktivnost dela na terenu. V tem delu je objavljeno raziskovanje vpliva dolžine vizure digitalnega nivelirja Leica DNA03 na končne rezultate merjenja nivelmanske mreže</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-IO6UYXAZ"><edm:aggregatedCHO rdf:resource="URN:NBN:SI:DOC-IO6UYXAZ" /><edm:isShownBy rdf:resource="http://www.dlib.si/stream/URN:NBN:SI:DOC-IO6UYXAZ/b615fb2e-d4d7-4f18-ae68-7784c195cf83/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-IO6UYXAZ/maxi/edm" /><edm:isShownAt rdf:resource="http://www.dlib.si/details/URN:NBN:SI:DOC-IO6UYXAZ" /></ore:Aggregation></rdf:RDF>