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Premium Infiltration Behaviour of Polymer‐ M odified Porous Concrete and Porous Asphalt Surfaces used in Su DS Techniques
Author(s)
SañudoFontaneda Luis A.,
RodriguezHernandez Jorge,
CalzadaPérez Miguel A.,
CastroFresno Daniel
Publication year2014
Publication title
clean – soil, air, water
Resource typeJournals
PublisherWiley-Blackwell
Permeable pavements are one of the world's most widely applied techniques for source control in sustainable drainage systems. Porous concrete (PC) and porous asphalt (PA) are two of the most studied surfaces in terms of runoff reduction. Nevertheless, previous research has highlighted a lack of a comprehensive laboratory methodology for the analysis of the topographical variables, runoff surface length ( R SL ) and surface slope ( S S ), and their impact on the infiltration behaviour of these porous surfaces. This research paper analyses the infiltration performance of polymer‐modified PC and PA‐16 for 0, 3, 5, 7 and 10% slope on newly built and clogged surfaces, using an improved version of the Cantabrian fixed infiltrometer and LCS permeameter, enabling comparison of the infiltration behaviour. This laboratory methodology has proved to be well suited to the study of the infiltration behaviour of porous surfaces and also to the quantification of their infiltration capacity reduction due to clogging. As main results, this paper presents regression models with high R 2 obtained with a confidence level of 95%, based on R SL and S S variables, corresponding to each porous surface and clogging level.
Subject(s)archaeology , asphalt , biology , cement , clogging , composite material , drainage , ecology , environmental science , geology , geotechnical engineering , history , hydraulic conductivity , infiltration (hvac) , infiltrometer , materials science , permeameter , pervious concrete , porosity , porous medium , soil science , soil water , stormwater , surface runoff , swale
Language(s)English
SCImago Journal Rank0.444
H-Index66
eISSN1863-0669
pISSN1863-0650
DOI10.1002/clen.201300156

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