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dc.contributor.authorMadrazo Uribeetxebarria, Eneko
dc.contributor.authorGarmendia Antin, Maddi
dc.contributor.authorAlmandoz Berrondo, Jabier
dc.contributor.authorAndrés-Doménech, Ignacio
dc.date.accessioned2020-03-02T15:50:23Z
dc.date.available2020-03-02T15:50:23Z
dc.date.issued2019
dc.identifier.citationWIT Transactions on Ecology and the Environment 238 : 569-579 (2019)es_ES
dc.identifier.isbn978-1-78466-355-1
dc.identifier.issn1743-3541
dc.identifier.urihttp://hdl.handle.net/10810/41898
dc.description.abstractTraditional urban development practices disrupt the natural water cycle, increasing surface runoff volume/velocity and reducing water quality, amongst other impacts. Those negative impacts can be reduced adopting sustainable urban drainage system (SUDS) techniques, such as pervious pavements. porous asphalt (PA) and permeable interlocking clay/concrete pavers (PICP) are two types of pervious pavements. Both are similar to traditional asphalt and pavers, but superficial layer has a high porosity for allowing infiltration of rain, and base/subbase layers contain a high void fraction to allow water retention. In order to analyse these types of pavements and assess how they affect the general urban stormwater network, the SWMM model has been widely used. Even so, more confidence in the selected parameters is needed, especially when modelling homogeneous areas by means of low impact development (LID) units. To do so, laboratory tests have been implemented using a rainfall simulator, testing PICP/PA materials under different slopes (1% and 6%) and rain conditions (35 mm/h and 70 mm/h), and infiltrated water was measured for each layer independently. This paper validates, using the aforementioned laboratory data, the parameters needed for modelling PA and PICP in SWMM, as well as differences between them, showing that SWMM is a convenient tool to model single events on permeable pavements for regular storms.es_ES
dc.language.isoenges_ES
dc.publisherWitPresses_ES
dc.rightsinfo:eu-repo/semantics/openAccesses_ES
dc.subjectpermeable pavementes_ES
dc.subjectpervious paverses_ES
dc.subjectporous asphaltes_ES
dc.subjectSWMMes_ES
dc.subjectLIDes_ES
dc.subjectmodel calibrationes_ES
dc.titleHydraulic Performance Of Permeable Asphalt And Picp In Swmm, Validated By Laboratory Dataes_ES
dc.typeinfo:eu-repo/semantics/conferenceObjectes_ES
dc.rights.holder© 2019 WIT Presses_ES
dc.relation.publisherversionhttps://doi.org/10.2495/sc190491es_ES
dc.identifier.doi10.2495/SC190491
dc.departamentoesIngeniería nuclear y mecánica de fluidoses_ES
dc.departamentoeuIngeniaritza nuklearra eta jariakinen mekanikaes_ES


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