Comparison of permeable pavements effluent under Atlantic and Mediterranean rainfall regimes: A mid-term laboratory experience

dc.contributor.affiliationDepartamento de Ingeniería Hidráulica y Medio Ambiente
dc.contributor.affiliationInstituto Universitario de Ingeniería del Agua y del Medio Ambiente
dc.contributor.affiliationEscuela Técnica Superior de Ingeniería de Caminos, Canales y Puertos
dc.contributor.authorFernández-Gonzalvo, Miriam Inmaculadaes_ES
dc.contributor.authorHernández Crespo, Carmen
dc.contributor.authorMartín Monerris, Miguel
dc.contributor.authorAndrés-Doménech, Ignacio
dc.contributor.funderGENERALITAT VALENCIANAes_ES
dc.contributor.funderAGENCIA ESTATAL DE INVESTIGACIONes_ES
dc.contributor.funderMinisterio de Economía y Empresaes_ES
dc.contributor.funderEuropean Regional Development Fundes_ES
dc.contributor.funderUniversitat Politècnica de Valènciaes_ES
dc.date.accessioned2022-06-30T18:07:40Z
dc.date.available2022-06-30T18:07:40Z
dc.date.issued2021-12es_ES
dc.description.abstract[EN] Sustainable Urban Drainage Systems (SUDS) can take many forms, but the main idea is to manage and use rainwater close to where it falls, i.e. at source. Permeable Pavements (PPs) are a specific type of SUDS aimed to laminate a rainfall event and reduce runoff pollution. This study describes the influence of dust accumulation, rainfall regime and the pavement configuration in the quantity and quality of infiltrated water in mid-term operation period (one or two years). The total drained volume has not been significantly different between PP configurations, but PPs under the Mediterranean (MED) rainfall regime are able to retain more volume (from 4.48 to 9.85 l/m2) than those under Atlantic (ATL) regime (from 1.32 to 8.82 l/m2). Regarding the quality results, initial values of pH and Electrical Conductivity (EC) in water infiltrated were considerably high and decrease with the number of washings, therefore more quickly under Atlantic rainfall regime (pH values from 11.5 to 7.8 and EC values from 2200 to 110). The water infiltrated from PPs subjected to a Mediterranean rainfall regime contain higher concentrations of all the pollutants studied (the higher values for ATL of COD, TSS, TN and TP were 37.5, 15.1, 2.41 and 0.300 respectively; while for MED were 97.0, 31.8, 4.73 and 0.637). PO43- concentration exceeds the cut-off value in legislation of 0.16 mgP/l since the four months of operation for Mediterranean regime. The results suggest that it is important to pay attention to phosphorus species (specially in Mediterranean regime) in mid-term operation period of PPs.en_EN
dc.description.accrualMethodSes_ES
dc.description.bibliographicCitationFernández-Gonzalvo, MI.; Hernández Crespo, C.; Martín Monerris, M.; Andrés-Doménech, I. (2021). Comparison of permeable pavements effluent under Atlantic and Mediterranean rainfall regimes: A mid-term laboratory experience. Building and Environment. 206:1-12. https://doi.org/10.1016/j.buildenv.2021.108332es_ES
dc.description.sponsorshipThe works described in the manuscript has been developed within the SUPRIS-SUPel project framework (Ref. BIA2015-6540-C2-2-R MINECO/FEDER, EU), which had been financed by the Ministry of Economy and Competitiveness of Spain through the General State Budget and the European Regional Development Fund (ERDF). Moreover, the hiring of Miriam Inmaculada Fernandez Gonzalvo has been possible to the program of subsides for hiring of pre-doctoral research personnel (ACIF/2018/111) of the Generalitat Valenciana. Finally, funding for open access charge has been provided by CRUEUniversitat Polit`ecnica de Valencia.es_ES
dc.description.upvformatpfin12es_ES
dc.description.upvformatpinicio1es_ES
dc.description.volume206es_ES
dc.identifier.doi10.1016/j.buildenv.2021.108332es_ES
dc.identifier.issn0360-1323es_ES
dc.identifier.urihttps://riunet.upv.es/handle/10251/183719
dc.languageIngléses_ES
dc.publisherElsevieres_ES
dc.relation.ispartofBuilding and Environmentes_ES
dc.relation.pasarelaS\446251es_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/AEI/Plan Estatal de Investigación Científica y Técnica y de Innovación 2017-2020/RTI2018-094217-B-C31/ES/CARACTERIZACION AMBIENTAL DE SECCIONES FILTRANTES Y HERRAMIENTAS DE GOBERNANZA INTELIGENTE PARA UN DRENAJE URBANO SOSTENIBLE A ESCALA CIUDAD/es_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/GVA//ACIF%2F2018%2F111// ESTUDIO EXPERIMENTAL Y MODELACION MATEMATICA DE LA CALIDAD DEL AGUA FILTRADA A TRAVES DE PAVIMENTOS PERMEABLES URBANOS BAJO DIFERENTES CONDICIONES//es_ES
dc.relation.projectIDinfo:eu-repo/grantAgreement/MINECO//BIA2015-65240-C2-2-R/ES/SUPERFICIES URBANAS PERMEABLES E INTELIGENTES/es_ES
dc.relation.publisherversionhttps://doi.org/10.1016/j.buildenv.2021.108332es_ES
dc.relation.references10.1016/j.jclepro.2016.05.153es_ES
dc.relation.references10.1016/j.scitotenv.2016.04.215es_ES
dc.relation.references10.1016/j.scitotenv.2018.04.041es_ES
dc.relation.references10.1016/j.buildenv.2018.05.033es_ES
dc.relation.references10.1016/j.buildenv.2021.107988es_ES
dc.relation.references10.1016/j.buildenv.2021.108136es_ES
dc.relation.references10.1061/(ASCE)HE.1943-5584.0000139es_ES
dc.relation.references10.1016/j.jenvman.2013.11.056es_ES
dc.relation.references10.1061/(ASCE)EE.1943-7870.0000854es_ES
dc.relation.references10.1016/j.jenvman.2016.11.027es_ES
dc.relation.references10.1016/j.scitotenv.2019.03.279es_ES
dc.relation.references10.1111/j.1752-1688.2007.00104.xes_ES
dc.relation.references10.1061/(ASCE)0733-9437(2007)133:6(583)es_ES
dc.relation.references10.1080/1573062X.2020.1713380es_ES
dc.relation.references10.1016/j.jenvman.2019.109510es_ES
dc.relation.references10.1016/j.jclepro.2020.120191es_ES
dc.relation.references10.1016/j.jhydrol.2014.10.030es_ES
dc.relation.references10.1016/j.ecoleng.2016.07.009es_ES
dc.relation.references10.1016/j.jenvman.2016.12.027es_ES
dc.relation.references10.1016/j.jenvman.2017.09.075es_ES
dc.relation.references10.1061/(ASCE)EE.1943-7870.0001685es_ES
dc.relation.references10.1016/j.scitotenv.2017.09.011es_ES
dc.relation.references10.1016/j.scitotenv.2019.05.271es_ES
dc.relation.references10.1061/(ASCE)EE.1943-7870.0001033es_ES
dc.relation.references10.5194/hess-14-1221-2010es_ES
dc.relation.references10.1016/S1462-0758(02)00027-4es_ES
dc.relation.references10.1016/j.scitotenv.2016.04.123es_ES
dc.relation.references10.1061/(ASCE)EE.1943-7870.0000808es_ES
dc.relation.references10.2166/wqrj.2009.007es_ES
dc.relation.references10.1002/ep.10418es_ES
dc.rightsReconocimiento - No comercial - Sin obra derivada (by-nc-nd)es_ES
dc.rights.accessRightsAbiertoes_ES
dc.subjectPermeable pavementes_ES
dc.subjectPorous concrete pavementses_ES
dc.subjectMid-term operationes_ES
dc.subjectInfiltrated water qualityes_ES
dc.subject.classificationTECNOLOGIA DEL MEDIO AMBIENTEes_ES
dc.subject.classificationINGENIERIA HIDRAULICAes_ES
dc.subject.ods06.- Garantizar la disponibilidad y la gestión sostenible del agua y el saneamiento para todoses_ES
dc.subject.ods11.- Conseguir que las ciudades y los asentamientos humanos sean inclusivos, seguros, resilientes y sostenibleses_ES
dc.titleComparison of permeable pavements effluent under Atlantic and Mediterranean rainfall regimes: A mid-term laboratory experiencees_ES
dc.typeArtículoes_ES
dc.type.versioninfo:eu-repo/semantics/publishedVersiones_ES
dspace.entity.typePublication
person.identifier61616
person.identifier1016
person.identifier41703
person.identifier.orcid0000-0002-6727-0481
person.identifier.orcid0000-0001-7464-9505
person.identifier.orcid0000-0003-4237-4863
relation.isAuthorOfPublication34ac53bc-bcec-420b-a947-eb004dd50c9f
relation.isAuthorOfPublication2d6af8ac-2408-4d80-9c96-4c4f6db6b013
relation.isAuthorOfPublication2a775aa4-e98f-4b54-9c8b-bfe58f93ce9f
relation.isAuthorOfPublication.latestForDiscovery34ac53bc-bcec-420b-a947-eb004dd50c9f
relation.isOrgUnitOfPublicatione8876040-9428-45e8-b805-b5bbc20e9e1e
relation.isOrgUnitOfPublication937991bf-5e71-4f67-ae2a-1fb780a35167
relation.isOrgUnitOfPublicationa4b47ff5-95f4-430f-a1a3-541cb8eaa9b7
relation.isOrgUnitOfPublication.latestForDiscoverye8876040-9428-45e8-b805-b5bbc20e9e1e
upv.uuidb964dd4a-1bff-4cc1-9c8b-0d4fed22a2aces_ES

Archivos

Bloque original

Mostrando 1 - 1 de 1
Cargando...
Miniatura
Nombre:
Fernandez-GonzalvoHernandezMartin - Comparison of permeable pavements effluent under Atlantic and....pdf
Tamaño:
2.51 MB
Formato:
Adobe Portable Document Format
Descripción:
Versión editorial