<?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-A9ED17QX/3fb4c081-a7a1-49fb-8113-234e87728ed5/PDF"><dcterms:extent>481 KB</dcterms:extent></edm:WebResource><edm:WebResource rdf:about="http://www.dlib.si/stream/URN:NBN:SI:doc-A9ED17QX/bb365b34-5104-46b3-970e-a578a7617edb/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-A9ED17QX"><dcterms:isPartOf rdf:resource="https://www.dlib.si/details/URN:NBN:SI:spr-WP8SPN4L" /><dcterms:issued>2000</dcterms:issued><dc:creator>Gerčer, Slavko</dc:creator><dc:format xml:lang="sl">letnik:18</dc:format><dc:format xml:lang="sl">številka:28</dc:format><dc:format xml:lang="sl">str. 3-40</dc:format><dc:identifier>ISSN:1581-0267</dc:identifier><dc:identifier>COBISSID_HOST:1840737</dc:identifier><dc:identifier>URN:URN:NBN:SI:doc-A9ED17QX</dc:identifier><dc:language>en</dc:language><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">curvilinear coordinate system</dc:subject><dc:subject xml:lang="sl">dvodimenzionalno modeliranje</dc:subject><dc:subject xml:lang="en">finite volume method</dc:subject><dc:subject xml:lang="sl">krivočrtni koordinatni sistem</dc:subject><dc:subject xml:lang="sl">matematični modeli</dc:subject><dc:subject xml:lang="en">mathematical models</dc:subject><dc:subject xml:lang="sl">metoda končnih volumnov</dc:subject><dc:subject xml:lang="en">mumerical methods</dc:subject><dc:subject xml:lang="sl">numerične metode</dc:subject><dc:subject xml:lang="en">two-dimensional modelling</dc:subject><dcterms:temporal rdf:resource="1999-2025" /><dc:title xml:lang="sl">Matematično modeliranje dvodimenzionalnih turbulentnih tokov v krivočrtnih koordinatnih sistemih| Mathematical modelling of two-dimensional turbulent flow in curvilinear coordinate systems|</dc:title><dc:description xml:lang="sl">In the first part of the thesis, a mathematical derivation of the dynamic and the mass conservation equation in curvilinear coordinate system is presented. The mean purpose of the derivation of equationsis to establish the basics of the first approach for the solving of the equations which, in their transformed form, are later used in a curvilinear coordinate system. In the second part, the socalled second approach is derived, where the equations are solved in a non-transformed form. The numerical discretisation of the dynamic and mass conservation equations in the orthogonal grid is interpreted. The theoretical derivation of the numerical discretisation of equations for trapezoidal cells is described using a finite volume method. Afterwards, a newmathematical model (PCFLOW2D-CURVE) which enables the modelling of flow for any optional structure of numerical grid was developed. A new software (GEO-CURVE) in the CADD environment was developed to generate a numerical grid for any optional form of the riverbed. The thesis gives a review and basic principles of solving the equations in a curvilinear coordinate system. Therefore, it can be used as a goodmathematical basis for the further development of curvilinear models</dc:description><dc:description xml:lang="sl">V prvem delu naloge je obravnavana matematična izpeljava dinamične in kontinuitetne enačbe v krivočrtnem koordinatnem sistemu. Namen razvoja teh enačb je priprava temeljnih izhodišč za t.i. prvi pristop k reševanju enačb, ki jih uporabimo v transformirani obliki za krivočrtni koordinatni sistem. V drugem delu naloge pa je izveden t.i. drugi pristop, enačbe so rešene v netransformirani obliki. Razložena je numerična diskretizacija dinamične in kontinuitetne enačbe na pravokotni mreži. Razvita je teoretična izpeljava numerične diskretizacije po metodi končnih volumnov za poljubno obliko celic (trapezi), ki sestavljajo numerično mrežo. Na tej podlagi je bil razvit računalniški model (PCFLOW2D-CURVE), ki omogoča modeliranje tokov za poljubno obliko strukturirane numerične mreže. Narejen je računalniški program v CADD okolju (GEO-CURVE), ki generira numerično mrežo za poljubno obliko rečnega korita. Naloga podaja pregled in temelje pristopa k reševanju enačb v krivočrtnem koordinatnem sistemu. Zato je dobra matematična podlaga za vse, ki bodo nadaljevali z razvojem modelov v krivočrtnih koordinatah</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-A9ED17QX"><edm:aggregatedCHO rdf:resource="URN:NBN:SI:doc-A9ED17QX" /><edm:isShownBy rdf:resource="http://www.dlib.si/stream/URN:NBN:SI:doc-A9ED17QX/3fb4c081-a7a1-49fb-8113-234e87728ed5/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-A9ED17QX/maxi/edm" /><edm:isShownAt rdf:resource="http://www.dlib.si/details/URN:NBN:SI:doc-A9ED17QX" /></ore:Aggregation></rdf:RDF>