{"?xml":{"@version":"1.0"},"edm: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"},{"@rdf:about":"http://www.dlib.si/stream/URN:NBN:SI:DOC-PM28AMMG/418b693d-9390-49cc-9bca-69f5383d5490/TEXT","dcterms:extent":"0 KB"}],"edm:TimeSpan":{"@rdf:about":"1999-2025","edm:begin":{"@xml:lang":"en","#text":"1999"},"edm:end":{"@xml:lang":"en","#text":"2025"}},"edm:ProvidedCHO":{"@rdf:about":"URN:NBN:SI:DOC-PM28AMMG","dcterms:isPartOf":[{"@rdf:resource":"https://www.dlib.si/details/URN:NBN:SI:spr-WP8SPN4L"},{"@xml:lang":"sl","#text":"Acta hydrotechnica"}],"dcterms:issued":"2002","dc:creator":["Četina, Matjaž","Krzyk, Mario"],"dc:format":[{"@xml:lang":"sl","#text":"letnik:20"},{"@xml:lang":"sl","#text":"številka:33"},{"@xml:lang":"sl","#text":"Str. 329-350"}],"dc:identifier":["ISSN:1581-0267","COBISSID_HOST:1847137","URN:URN:NBN:SI:doc-PM28AMMG"],"dc:language":"sl","dc:publisher":{"@xml:lang":"sl","#text":"Fakulteta za gradbeništvo in geodezijo"},"dc:subject":[{"@xml:lang":"en","#text":"bed load transport"},{"@xml:lang":"en","#text":"bottom sill"},{"@xml:lang":"sl","#text":"dvodimenzijsko hidrodinamično modeliranje"},{"@xml:lang":"en","#text":"HPP Plave II outflow"},{"@xml:lang":"sl","#text":"iztok HE Plave II"},{"@xml:lang":"sl","#text":"model PCFLOW2D"},{"@xml:lang":"en","#text":"PCFLOW2D code"},{"@xml:lang":"sl","#text":"prodonosnost"},{"@xml:lang":"sl","#text":"sedimentacija"},{"@xml:lang":"en","#text":"sedimentation"},{"@xml:lang":"sl","#text":"Soča"},{"@xml:lang":"sl","#text":"talni prag"},{"@xml:lang":"en","#text":"the Soča river"},{"@xml:lang":"en","#text":"twodimensional hydrodynamic modelling"}],"dcterms:temporal":{"@rdf:resource":"1999-2025"},"dc:title":{"@xml:lang":"sl","#text":"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:description":[{"@xml:lang":"sl","#text":"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"},{"@xml:lang":"sl","#text":"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"}],"edm:type":"TEXT","dc:type":[{"@xml:lang":"sl","#text":"znanstveno časopisje"},{"@xml:lang":"en","#text":"journals"},{"@rdf:resource":"http://www.wikidata.org/entity/Q361785"}]},"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:intermediateProvider":{"@xml:lang":"en","#text":"National and University Library of Slovenia"},"edm:dataProvider":{"@xml:lang":"sl","#text":"Univerza v Ljubljani, Fakulteta za gradbeništvo in geodezijo"},"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"}}}}