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dc.contributor.authorSañudo Fontaneda, Luis Ángel 
dc.contributor.authorJato Espino, Daniel 
dc.contributor.authorLashford, Craig
dc.contributor.authorCoupe, Stephen J.
dc.contributor.otherUniversidad de Cantabriaes_ES
dc.date.accessioned2017-08-23T13:03:22Z
dc.date.available2018-06-01T02:45:13Z
dc.date.issued2017-05
dc.identifier.issn0944-1344
dc.identifier.otherBIA2012-32463 ; BIA2015-65240-C2-1-R MINECO/FEDER, UEes_ES
dc.identifier.urihttp://hdl.handle.net/10902/11576
dc.description.abstractRoad drainage is one of the most relevant assets in transport infrastructure due to its inherent influence on traffic management and road safety. Highway filter drains (HFDs), also known as ?French Drains?, are the main drainage system currently in use in the UK, throughout 7000 km of its strategic road network. Despite being a widespread technique across the whole country, little research has been completed on their design considerations and their subsequent impact on their hydraulic performance, representing a gap in the field. Laboratory experiments have been proven to be a reliable indicator for the simulation of the hydraulic performance of stormwater best management practices (BMPs). In addition to this, stormwater management tools (SMT) have been preferentially chosen as a design tool for BMPs by practitioners from all over the world. In this context, this research aims to investigate the hydraulic performance of HFDs by comparing the results from laboratory simulation and two widely used SMT such as the US EPA?s stormwater management model (SWMM) and MicroDrainage®. Statistical analyses were applied to a series of rainfall scenarios simulated, showing a high level of accuracy between the results obtained in laboratory and using SMT as indicated by the high and low values of the Nash-Sutcliffe and R2 coefficients and root-mean-square error (RMSE) reached, which validated the usefulness of SMT to determine the hydraulic performance of HFDs.es_ES
dc.description.sponsorshipThe laboratory research was part of a wider research project funded by the company Carnell Group Services Ltd. Daniel Jato-Espino’s research internship at Coventry University and its participation in the research that led to this article was jointly funded by the CAWR, Coventry University, and the Spanish Ministry of Economy and Competitiveness through the research projects RHIVU (Ref. BIA2012-32463) and SUPRIS-SUReS (Ref. BIA2015-65240-C2-1-R MINECO/FEDER, UE), financed by the Spanish Ministry of Economy and Competitiveness with funds from the State General Budget (PGE) and the European Regional Development Fund (ERDF). A further acknowledgement to XP Solutions for providing a licence to use MicroDrainage®.es_ES
dc.format.extent10 p.es_ES
dc.language.isoenges_ES
dc.publisherSpringer Science + Business Mediaes_ES
dc.rights© Springer. The final publication is available at Springer via http://dx.doi.org/10.1007/s11356-017-9170-7.es_ES
dc.sourceEnvironmental Science and Pollution Research pp 1?10es_ES
dc.titleSimulation of the hydraulic performance of highway filter drains through laboratory models and stormwater management toolses_ES
dc.typeinfo:eu-repo/semantics/articlees_ES
dc.relation.publisherVersionhttps://link.springer.com/article/10.1007%2Fs11356-017-9170-7es_ES
dc.rights.accessRightsopenAccesses_ES
dc.identifier.DOI10.1007/s11356-017-9170-7
dc.type.versionacceptedVersiones_ES


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