<?xml version="1.0" encoding="UTF-8"?><?xml-stylesheet type="text/xsl" href="static/style.xsl"?><OAI-PMH xmlns="http://www.openarchives.org/OAI/2.0/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xsi:schemaLocation="http://www.openarchives.org/OAI/2.0/ http://www.openarchives.org/OAI/2.0/OAI-PMH.xsd"><responseDate>2026-04-13T13:17:38Z</responseDate><request verb="GetRecord" identifier="oai:www.recercat.cat:2117/25088" metadataPrefix="qdc">https://recercat.cat/oai/request</request><GetRecord><record><header><identifier>oai:recercat.cat:2117/25088</identifier><datestamp>2025-07-17T01:51:18Z</datestamp><setSpec>com_2072_1033</setSpec><setSpec>col_2072_452950</setSpec></header><metadata><qdc:qualifieddc xmlns:qdc="http://dspace.org/qualifieddc/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:dcterms="http://purl.org/dc/terms/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:doc="http://www.lyncode.com/xoai" xsi:schemaLocation="http://purl.org/dc/elements/1.1/ http://dublincore.org/schemas/xmls/qdc/2006/01/06/dc.xsd http://purl.org/dc/terms/ http://dublincore.org/schemas/xmls/qdc/2006/01/06/dcterms.xsd http://dspace.org/qualifieddc/ http://www.ukoln.ac.uk/metadata/dcmi/xmlschema/qualifieddc.xsd">
   <dc:title>Non-linear fractal percolation experiments in carstic and aggregation soils</dc:title>
   <dc:creator>Chierubini, Claudia</dc:creator>
   <dc:creator>Tarquis Alfonso, Ana Maria</dc:creator>
   <dc:creator>Redondo Apraiz, José Manuel</dc:creator>
   <dc:creator>Pastore, Nicola</dc:creator>
   <dc:subject>Àrees temàtiques de la UPC::Física</dc:subject>
   <dc:subject>Nonlinear oscillations</dc:subject>
   <dc:subject>Percolation&#xd;
Sediment Transport&#xd;
Karstic&#xd;
Fractal</dc:subject>
   <dc:subject>Oscil·lacions no lineals</dc:subject>
   <dcterms:abstract>The present study compares the performances and reliabilities of the classical Mobile – Immobile Model (MIM)&#xd;
and the Explicit Network Model (ENM) that takes expressly into account the network geometry for describing&#xd;
tracer transport behaviour in a fractured sample at bench scale. Though ENM shows better fitting results than&#xd;
MIM, the latter remains still valid as it proves to describe the observed curves quite well.&#xd;
The results show that the presence of nonlinear flow plays an important role in the behaviour of solute&#xd;
transport. Firstly the distribution of solute according to different pathways is not constant but it is related to the&#xd;
flow rate. Secondly nonlinear flow influences advection, in that it leads to a delay in solute transport respect to the&#xd;
linear flow assumption. Whereas nonlinear flow does not show to be related with dispersion. The experimental&#xd;
results show that in the study case the geometrical dispersion dominates the Taylor dispersion. However the&#xd;
interpretation with the ENM model shows a weak transitional regime from geometrical dispersion to Taylor&#xd;
dispersion for high flow rates.</dcterms:abstract>
   <dcterms:abstract>Postprint (published version)</dcterms:abstract>
   <dcterms:issued>2014</dcterms:issued>
   <dc:type>Conference report</dc:type>
   <dc:relation>http://www.geophysical-research-abstracts.net/</dc:relation>
   <dc:rights>http://creativecommons.org/licenses/by-nc-nd/3.0/es/</dc:rights>
   <dc:rights>Open Access</dc:rights>
   <dc:rights>Attribution-NonCommercial-NoDerivs 3.0 Spain</dc:rights>
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