<?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-V9PK0218/00d96763-fc2a-443a-b37b-83a736003aff/PDF"><dcterms:extent>1406 KB</dcterms:extent></edm:WebResource><edm:WebResource rdf:about="http://www.dlib.si/stream/URN:NBN:SI:doc-V9PK0218/efec3895-29f9-40ef-a95f-596bbe5c70da/TEXT"><dcterms:extent>42 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-V9PK0218"><dcterms:isPartOf rdf:resource="https://www.dlib.si/details/URN:NBN:SI:spr-WP8SPN4L" /><dcterms:issued>2021</dcterms:issued><dc:creator>Ghafoori, Yaser</dc:creator><dc:creator>Kryžanowski, Andrej</dc:creator><dc:creator>Maček, Matej</dc:creator><dc:creator>Říha, Jaromir</dc:creator><dc:creator>Vidmar, Andrej</dc:creator><dc:format xml:lang="sl">letnik:34</dc:format><dc:format xml:lang="sl">številka:60</dc:format><dc:format xml:lang="sl">str. 61-75</dc:format><dc:identifier>DOI:10.15292/acta.hydro.2021.05</dc:identifier><dc:identifier>ISSN:1581-0267</dc:identifier><dc:identifier>COBISSID_HOST:70302979</dc:identifier><dc:identifier>URN:URN:NBN:SI:doc-V9PK0218</dc:identifier><dc:language>en</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">heat transfer</dc:subject><dc:subject xml:lang="sl">koeficient prepustnosti</dc:subject><dc:subject xml:lang="en">porosity</dc:subject><dc:subject xml:lang="sl">poroznost</dc:subject><dc:subject xml:lang="sl">precejanje</dc:subject><dc:subject xml:lang="sl">prenos toplote</dc:subject><dc:subject xml:lang="en">saturated hydraulic conductivity</dc:subject><dc:subject xml:lang="sl">temperature</dc:subject><dc:subject xml:lang="en">temperature, seepage</dc:subject><dcterms:temporal rdf:resource="1999-2025" /><dc:title xml:lang="sl">Heat transfer by seepage in sand| influence of saturated hydraulic conductivity and porosity| Vpliv koeficienta prepustnostiin poroznosti zemljin na prenos toplote s precejanjem|</dc:title><dc:description xml:lang="sl">Heat transfer within the soil is a complex process in the presence of seepage flow. In such conditions, the soil%s thermal behavior is influenced by the thermal and hydraulic properties of the medium as well as the initial conditions and boundary conditions to which the medium is subjected. This paper presents the experimental and numerical studies of heat transfer within the sand subjected to the seepage flow. It focuses on the influence of saturated hydraulic conductivity and the porosity of medium on the heat transfer process. The temperature distribution within the sand was monitored by the optical fiber Distributed Temperature Sensor (DTS). The experiment was performed on three types of silica-dominated sands with different saturated hydraulic conductivities and different Soil Water Characteristic Curve (SWCC). In addition to the experimental study, a coupled hydrothermal numerical model was designed in FEFLOW software and validated by comparing its results with the experimental measurements. To determine the influence of porosity and saturated hydraulic conductivity on heat transfer, we analyzed the numerical models for different values of porosity and saturated hydraulic conductivity. The numerical and experimental studies showed that the thermal velocity is higher in sand with higher saturated hydraulic conductivity and temperature declination occurs more quickly due to the heat convection process. Saturated sand with larger porosity has an overall higher heat capacity, wherefore the temperature declination started later in the measuring points but dropped down lower close to the temperature of the upstream water</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-V9PK0218"><edm:aggregatedCHO rdf:resource="URN:NBN:SI:doc-V9PK0218" /><edm:isShownBy rdf:resource="http://www.dlib.si/stream/URN:NBN:SI:doc-V9PK0218/00d96763-fc2a-443a-b37b-83a736003aff/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-V9PK0218/maxi/edm" /><edm:isShownAt rdf:resource="http://www.dlib.si/details/URN:NBN:SI:doc-V9PK0218" /></ore:Aggregation></rdf:RDF>