Please use this identifier to cite or link to this item: http://hdl.handle.net/10553/130963
DC FieldValueLanguage
dc.contributor.authorAndres Valeri, Valerio Carlosen_US
dc.contributor.authorCastro-Fresno, D.en_US
dc.contributor.authorSañudo-Fontaneda, L. A.en_US
dc.contributor.authorRodriguez-Hernandez, J.en_US
dc.date.accessioned2024-06-20T12:02:50Z-
dc.date.available2024-06-20T12:02:50Z-
dc.date.issued2014en_US
dc.identifier.issn0273-1223en_US
dc.identifier.urihttp://hdl.handle.net/10553/130963-
dc.description.abstractThree different drainage systems were built in a roadside car park located on the outskirts of Oviedo (Spain): two sustainable urban drainage systems (SUDS), a swale and a filter drain; and one conventional drainage system, a concrete ditch, which is representative of the most frequently used roadside drainage system in Spain. The concentrations of pollutants were analyzed in the outflow of all three systems in order to compare their capacity to improve water quality. Physicochemical water quality parameters such as dissolved oxygen, total suspended solids, pH, electrical conductivity, turbidity and total petroleum hydrocarbons were monitored and analyzed for 25 months. Results are presented in detail showing significantly smaller amounts of outflow pollutants in SUDS than in conventional drainage systems, especially in the filter drain which provided the best performance.en_US
dc.languageengen_US
dc.relation.ispartofWater Science and Technologyen_US
dc.sourceWater Science and Technology [ISSN 0273-1223], v. 70 (8), p. 1341–1347 (Agosto 2014)en_US
dc.subject330506 Ingeniería civilen_US
dc.subject330515 Ingeniería hidráulicaen_US
dc.subject.otherBest management practice (BMP)en_US
dc.subject.otherConcrete ditchen_US
dc.subject.otherFilter drainen_US
dc.subject.otherSUDSen_US
dc.subject.otherSwaleen_US
dc.subject.otherWater qualityen_US
dc.titleComparative analysis of the outflow water quality of two sustainable linear drainage systemsen_US
dc.typeinfo:eu-repo/semantics/articleen_US
dc.typeArticleen_US
dc.identifier.doi10.2166/wst.2014.382en_US
dc.identifier.pmid25353938-
dc.identifier.scopus2-s2.0-84908887643-
dc.contributor.orcid#NODATA#-
dc.contributor.orcid#NODATA#-
dc.contributor.orcid#NODATA#-
dc.contributor.orcid#NODATA#-
dc.description.lastpage1347en_US
dc.identifier.issue8-
dc.description.firstpage1341en_US
dc.relation.volume70en_US
dc.investigacionIngeniería y Arquitecturaen_US
dc.type2Artículoen_US
dc.description.numberofpages7en_US
dc.utils.revisionen_US
dc.date.coverdateAgosto 2014en_US
dc.identifier.ulpgcNoen_US
dc.contributor.buulpgcBU-INGen_US
dc.description.sjr0,587
dc.description.jcr1,106
dc.description.sjrqQ2
dc.description.jcrqQ3
dc.description.scieSCIE
item.grantfulltextnone-
item.fulltextSin texto completo-
crisitem.author.deptDepartamento de Ingeniería Civil-
crisitem.author.orcid0000-0003-3698-9220-
crisitem.author.fullNameAndres Valeri, Valerio Carlos-
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