Please use this identifier to cite or link to this item: https://accedacris.ulpgc.es/handle/10553/130962
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dc.contributor.authorSañudo-Fontaneda, Luis A.en_US
dc.contributor.authorAndres Valeri, Valerio Carlosen_US
dc.contributor.authorRodriguez-Hernandez, Jorgeen_US
dc.contributor.authorCastro-Fresno, Danielen_US
dc.date.accessioned2024-06-20T11:55:27Z-
dc.date.available2024-06-20T11:55:27Z-
dc.date.issued2014en_US
dc.identifier.issn2073-4441en_US
dc.identifier.urihttps://accedacris.ulpgc.es/handle/10553/130962-
dc.description.abstractPorous surfaces have been used all over the world in source control techniques to minimize flooding problems in car parks. Several studies highlighted the reduction in the infiltration capacity of porous mixture surfaces after several years of use. Therefore, it is necessary to design and develop a new methodology to quantify this reduction and to identify the hypothetical differences in permeability between zones within the same car park bay due to the influence of static loads in the parked vehicles. With this aim, nine different zones were selected in order to check this hypothesis (four points under the wheels of a standard vehicle and five points between wheels). This article presents the infiltration capacity reduction results, using the LCS permeameter, of Polymer-Modified Porous Concrete (9 bays) and Porous Asphalt (9 bays) surfaces in the University of Cantabria Campus parking area (Spain) 5 years after their construction. Statistical analysis methodology was proposed for assessing the results. Significant differences were observed in permeability and reduction in infiltration capacity in the case of porous concrete surfaces, while no differences were found for porous asphalt depending on the measurement zone. © 2014 by the authors.en_US
dc.languageengen_US
dc.relation.ispartofWater (Switzerland)en_US
dc.sourceWater [2073-4441], v. 6 (3), p. 661-669 (Marzo 2014)en_US
dc.subject330515 Ingeniería hidráulicaen_US
dc.subject330506 Ingeniería civilen_US
dc.subject.otherPermeameteren_US
dc.subject.otherPorous asphalten_US
dc.subject.otherPorous concreteen_US
dc.subject.otherSource controlen_US
dc.subject.otherStormwater managementen_US
dc.subject.otherSuDSen_US
dc.titleField study of infiltration capacity reduction of porous mixture surfacesen_US
dc.typeinfo:eu-repo/semantics/Articleen_US
dc.typeArticleen_US
dc.identifier.doi10.3390/w6030661en_US
dc.identifier.scopus2-s2.0-84899881350-
dc.contributor.orcid#NODATA#-
dc.contributor.orcid#NODATA#-
dc.contributor.orcid#NODATA#-
dc.contributor.orcid#NODATA#-
dc.description.lastpage669en_US
dc.identifier.issue3-
dc.description.firstpage661en_US
dc.relation.volume6en_US
dc.investigacionIngeniería y Arquitecturaen_US
dc.type2Artículoen_US
dc.description.numberofpages9en_US
dc.utils.revisionen_US
dc.date.coverdateMarzo 2014en_US
dc.identifier.ulpgcNoen_US
dc.contributor.buulpgcBU-INGen_US
dc.description.sjr0,466
dc.description.jcr1,428
dc.description.sjrqQ1
dc.description.jcrqQ2
dc.description.scieSCIE
item.fulltextCon texto completo-
item.grantfulltextopen-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.orcid0000-0003-3698-9220-
crisitem.author.fullNameAndres Valeri, Valerio Carlos-
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