dc.contributor.author | Sañudo-Fontaneda, Roberto | |
dc.contributor.author | Andrés Valeri, Valerio Carlos Alessio | |
dc.contributor.author | Costales-Campa, Carlos | |
dc.contributor.author | Cabezón Jiménez, Íñigo | |
dc.contributor.author | Cadenas-Fernandez, Fernando | |
dc.contributor.other | Universidad de Cantabria | es_ES |
dc.date.accessioned | 2018-09-12T14:59:34Z | |
dc.date.available | 2018-09-12T14:59:34Z | |
dc.date.issued | 2018-04 | |
dc.identifier.issn | 2073-4441 | |
dc.identifier.other | BIA2015-65240-C2-1-R | es_ES |
dc.identifier.other | BIA2015-65240-C2-2-R | es_ES |
dc.identifier.uri | http://hdl.handle.net/10902/14555 | |
dc.description.abstract | Porous mixtures and Interlocking Concrete Block Pavements (ICBP) are the most widely used surfaces in Permeable Pavement Systems (PPS). Despite the fact that there are many studies based on the hydrological performance of PPS, there are few long-term studies that identify the end of life of PPS regarding their hydrological performance. A field study has been developed over 10 years in the experimental car park ?Las Llamas? in the city of Santander, Northern Spain. Permeability was measured in 37 car park bays (nine Polymer-Modified Porous Concrete, nine Porous Asphalt, and 17 ICBP of two different designs). Tests were conducted under the Spanish Standard NLT-327/00 for the porous-mixture surfaces and the ASTM methods C1701/C1701M-17a and C1781/C1781M-15 for porous mixtures and ICBP, respectively. No maintenance was carried out in this car park since it was opened to traffic in 2008, allowing for the assessment and identification of the hydrological failure of each surface. The research showed that after 10 years of operation without maintenance, the bays constructed using porous mixtures were completely clogged, reaching the end of their operational life after nine years. However, ICBP maintained high infiltration rates, showing better resilience to sediment clogging. Further research is needed to confirm the evolution of ICBP surfaces | es_ES |
dc.description.sponsorship | The authors would like to thank the City Council of Santander for allowing us to perform the research study and the GITECO Research Group for the development of the experimental car park. Luis A. Sañudo-Fontaneda, Fernando Cadenas-Fernández and Carlos Costales-Campa thank the University of Oviedo for funding the UOStormwater research team, part of the GICONSIME Research Group, through the research project PAPI-17-PEMERG-22, and the IUTA for their support. Valerio C. Andres-Valeri and Iñigo Cabezon-Jimenez also acknowledge the funding from the Spanish ministry of Economy and Competitiveness through the projects SUPRIS-SUReS (BIA2015-65240-C2-1-R) and SUPRIS-SUPel (BIA2015-65240-C2-2-R) | es_ES |
dc.format.extent | 14 p. | es_ES |
dc.language.iso | eng | es_ES |
dc.publisher | MDPI | es_ES |
dc.rights | Atribución 3.0 España | es_ES |
dc.rights.uri | http://creativecommons.org/licenses/by/3.0/es/ | * |
dc.source | Water 2018, 10(4), 497 | es_ES |
dc.title | The Long-Term Hydrological Performance of Permeable Pavement Systems in Northern Spain: An Approach to the End-of-Life Concept | es_ES |
dc.type | info:eu-repo/semantics/article | es_ES |
dc.rights.accessRights | openAccess | es_ES |
dc.identifier.DOI | 10.3390/w10040497 | |
dc.type.version | publishedVersion | es_ES |