{"?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-FDXH5UL4/ffff6341-af46-4b0b-9f99-628c24a8efe6/PDF","dcterms:extent":"1417 KB"},{"@rdf:about":"http://www.dlib.si/stream/URN:NBN:SI:DOC-FDXH5UL4/5b1a5c2a-9cbd-41ec-960f-5acfbe4a5060/TEXT","dcterms:extent":"38 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-FDXH5UL4","dcterms:isPartOf":[{"@rdf:resource":"https://www.dlib.si/details/URN:NBN:SI:spr-WP8SPN4L"},{"@xml:lang":"sl","#text":"Acta hydrotechnica"}],"dcterms:issued":"2018","dc:creator":["Bezak, Nejc","Sezen, Cenk","Šraj, Mojca"],"dc:format":[{"@xml:lang":"sl","#text":"letnik:31"},{"@xml:lang":"sl","#text":"številka:55"},{"@xml:lang":"sl","#text":"str. 87-100"}],"dc:identifier":["ISSN:1581-0267","COBISSID_HOST:8639585","URN:URN:NBN:SI:doc-FDXH5UL4"],"dc:language":"en","dc:publisher":{"@xml:lang":"sl","#text":"Fakulteta za gradbeništvo in geodezijo"},"dc:subject":[{"@xml:lang":"en","#text":"calibration"},{"@xml:lang":"sl","#text":"enovit konceptualni model"},{"@xml:lang":"sl","#text":"hidrologija"},{"@xml:lang":"sl","#text":"Ljubljanica"},{"@xml:lang":"en","#text":"Ljubljanica River"},{"@xml:lang":"en","#text":"lumped conceptual model"},{"@xml:lang":"sl","#text":"model padavine-odtok"},{"@xml:lang":"en","#text":"rainfall-runoff modelling"},{"@xml:lang":"sl","#text":"umerjanje"},{"@xml:lang":"sl","#text":"validacija"},{"@xml:lang":"en","#text":"validation"}],"dcterms:temporal":{"@rdf:resource":"1999-2025"},"dc:title":{"@xml:lang":"sl","#text":"Hydrological modelling of the karst Ljubljanica river catchment using lumped conceptual model| Hidrološko modeliranje kraškega porečja Ljubljanice z uporabo enovitega konceptualnega modela|"},"dc:description":[{"@xml:lang":"sl","#text":"Modelling rainfall runoff is important for several human activities. For example, rainfall runoff models are needed for water resource planning and water system design. In this regard, the daily runoff was modelled using the Genie Rural, a 4-parameter Journalier (GR4J), Genie Rural, a 6-parameter Journalier (GR6J), and the CemaNeige GR6J lumped conceptual models that were developed by the IRSTEA Hydrology Group. The main difference among the tested models is in the complexity and processes that are considered in the various model versions. As a case study, the non-homogeneous mostly karst Ljubljanica River catchment down to the Moste discharge gauging station was selected. Models were evaluated using various efficiency criteria. For example, base flow index (BFI) was calculated for the results of all tested models and observed discharges in order to compare low flow simulation performance. Based on the presented results we can conclude that in case of the non-homogeneous and karst Ljubljanica catchment the CemaNeige GR6J yields better modelling results compared to the GR4J and GR6J models. Compared to the GR6J and GR4J model versions, the CemaNeige CR6J also includes the snow module and improved methodology for the low-flow simulations that are also included in the GR6J model version"},{"@xml:lang":"sl","#text":"Modeliranje površinskega odtoka kot posledice padavin je pomembno za različne človeške aktivnosti in dejavnosti. Tako lahko hidrološke modele uporabimo za načrtovanje uporabe vodnih virov in vodnogospodarskih sistemov. V prispevku je prikazana uporaba različnih konceptualnih modelov (Genie Rural, a 4-parameter Journalier (GR4J), Genie Rural, 6-parameter Journalier (GR6J) ter CemaNeige GR6J), ki so bili razviti v sklopu hidrološkega dela raziskovalnega inštituta IRSTEA. Glavna razlika med modeli je v kompleksnosti ter obravnavanih procesih. Kot študijo primera smo izbrali nehomogeno, večinoma kraško porečje reke Ljubljanice do vodomerne postaje Moste. Rezultate uporabljenih modelov smo primerjali z uporabo različnih kriterijev ustreznosti. Kot enega izmed kriterijev smo uporabili tudi indeks baznega odtoka (BFI), ki smo ga izračunali za modelirane in izmerjene vrednosti pretokov. Na podlagi predstavljenih rezultatov lahko zaključimo, da je za nehomogeno in kraško porečje verzija modela CemaNeige GR6J izkazala boljše rezultate v primerjavi z verzijama GR4J in GR6J. Ta verzija modela (CemaNeige GR6J) v primerjavi z verzijo GR4J vključuje tudi snežni modul in izboljšano metodologijo za modeliranje nizkih pretokov, ki je že vključena tudi v verzijo GR6J"}],"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-FDXH5UL4","edm:aggregatedCHO":{"@rdf:resource":"URN:NBN:SI:DOC-FDXH5UL4"},"edm:isShownBy":{"@rdf:resource":"http://www.dlib.si/stream/URN:NBN:SI:DOC-FDXH5UL4/ffff6341-af46-4b0b-9f99-628c24a8efe6/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-FDXH5UL4/maxi/edm"},"edm:isShownAt":{"@rdf:resource":"http://www.dlib.si/details/URN:NBN:SI:DOC-FDXH5UL4"}}}}