<?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-PM28AMMG/cf5e50ea-1090-47d6-93d6-7b0ffd3c0346/PDF"><dcterms:extent>2005 KB</dcterms:extent></edm:WebResource><edm:WebResource rdf:about="http://www.dlib.si/stream/URN:NBN:SI:DOC-PM28AMMG/418b693d-9390-49cc-9bca-69f5383d5490/TEXT"><dcterms:extent>0 KB</dcterms:extent></edm:WebResource><edm:TimeSpan rdf:about="1999-2025"><edm:begin xml:lang="en">1999</edm:begin><edm:end xml:lang="en">2025</edm:end></edm:TimeSpan><edm:ProvidedCHO rdf:about="URN:NBN:SI:DOC-PM28AMMG"><dcterms:isPartOf rdf:resource="https://www.dlib.si/details/URN:NBN:SI:spr-WP8SPN4L" /><dcterms:issued>2002</dcterms:issued><dc:creator>Četina, Matjaž</dc:creator><dc:creator>Krzyk, Mario</dc:creator><dc:format xml:lang="sl">letnik:20</dc:format><dc:format xml:lang="sl">številka:33</dc:format><dc:format xml:lang="sl">Str. 329-350</dc:format><dc:identifier>ISSN:1581-0267</dc:identifier><dc:identifier>COBISSID_HOST:1847137</dc:identifier><dc:identifier>URN:URN:NBN:SI:doc-PM28AMMG</dc:identifier><dc:language>sl</dc:language><dc:publisher xml:lang="sl">Fakulteta za gradbeništvo in geodezijo</dc:publisher><dcterms:isPartOf xml:lang="sl">Acta hydrotechnica</dcterms:isPartOf><dc:subject xml:lang="en">bed load transport</dc:subject><dc:subject xml:lang="en">bottom sill</dc:subject><dc:subject xml:lang="sl">dvodimenzijsko hidrodinamično modeliranje</dc:subject><dc:subject xml:lang="en">HPP Plave II outflow</dc:subject><dc:subject xml:lang="sl">iztok HE Plave II</dc:subject><dc:subject xml:lang="sl">model PCFLOW2D</dc:subject><dc:subject xml:lang="en">PCFLOW2D code</dc:subject><dc:subject xml:lang="sl">prodonosnost</dc:subject><dc:subject xml:lang="sl">sedimentacija</dc:subject><dc:subject xml:lang="en">sedimentation</dc:subject><dc:subject xml:lang="sl">Soča</dc:subject><dc:subject xml:lang="sl">talni prag</dc:subject><dc:subject xml:lang="en">the Soča river</dc:subject><dc:subject xml:lang="en">twodimensional hydrodynamic modelling</dc:subject><dcterms:temporal rdf:resource="1999-2025" /><dc:title xml:lang="sl">Matematično modeliranje toka Soče na območju iztoka hidroelektrarne Plave II| Mathematical modelling of the Soča river flow in the area of the Plave II power plant outflow|</dc:title><dc:description xml:lang="sl">Due to the widening of the Soča riverbed near the HPP Plave II outflow, there is a possibilty of sedimentation. It is necessary to build a bottom sill just upstream of the outflow in order to redirect the flow of the Soča river in the way that increased velocities near the right bank could flush bed-load and prevent recirculation. A two-dimensional hydraulic computation was applied on the 800 m long Soča river reach. The results of one-dimensional computations and measured water elevations near the temporarily-built flood levee in the vicinity of the HPP Plave II power house were used for the model calibration</dc:description><dc:description xml:lang="sl">Pri turbinskem iztoku hidroelektrarne (HE) Plave II se struga Soče nekoliko razširi, zato na tem območju obstaja nevarnost zasipavanja s prodom. S primerno oblikovanim talnim prodom tik gorvodno od iztoka je treba pri prodonosnih pretokih tok reke Soče preusmeriti tako, da povečane hitrosti ob desnem bregu izpirajo prod in preprečujejo recirkulacijo. Dvodimenzijski hidravlični izračun je obravnaval odsek Soče v dolžini približno 800 m. Za usmerjanje modela smo uporabili enodimenzijske račune in podatke o gladinah visokih voda za stanje med gradnjo, ko je bila gradbena jama strojnice HE Plave II zaščitena z začasnim visokovodnim nasipom. Razmere pred izgradnjo nasipa pa so nam služile kot referenca za primerjavo s končnim stanjem po odstranitvi pomožne pregrade in izgradnji prodnega praga</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-PM28AMMG"><edm:aggregatedCHO rdf:resource="URN:NBN:SI:DOC-PM28AMMG" /><edm:isShownBy rdf:resource="http://www.dlib.si/stream/URN:NBN:SI:DOC-PM28AMMG/cf5e50ea-1090-47d6-93d6-7b0ffd3c0346/PDF" /><edm:rights rdf:resource="http://creativecommons.org/licenses/by-nc-sa/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">Univerza v Ljubljani, Fakulteta za gradbeništvo in geodezijo</edm:dataProvider><edm:object rdf:resource="http://www.dlib.si/streamdb/URN:NBN:SI:DOC-PM28AMMG/maxi/edm" /><edm:isShownAt rdf:resource="http://www.dlib.si/details/URN:NBN:SI:DOC-PM28AMMG" /></ore:Aggregation></rdf:RDF>