Abstract
Porous surfaces have been used all over the world in source control techniques
to minimize flooding problems in car parks. Several studies highlighted the reduction in the
infiltration capacity of porous mixture surfaces after several years of use. Therefore, it is
necessary to design and develop a new methodology to quantify this reduction and to
identify the hypothetical differences in permeability between zones within the same car
park bay due to the influence of static loads in the parked vehicles. With this aim, nine
different zones were selected in order to check this hypothesis (four points under the wheels
of a standard vehicle and five points between wheels). This article presents the infiltration
capacity reduction results, using the LCS permeameter, of Polymer-Modified Porous
Concrete (9 bays) and Porous Asphalt (9 bays) surfaces in the University of Cantabria
Campus parking area (Spain) 5 years after their construction. Statistical analysis
methodology was proposed for assessing the results. Significant differences were observed
in permeability and reduction in infiltration capacity in the case of porous concrete
surfaces, while no differences were found for porous asphalt depending on the
measurement zone.
Original language | English |
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Pages (from-to) | 661-669 |
Number of pages | 9 |
Journal | Water |
Volume | 6 |
Issue number | 3 |
DOIs | |
Publication status | Published - 24 Mar 2014 |
Bibliographical note
This has been published in an open access journalThis article has been published under the post-2008 Creative Commons Attribution License.
Keywords
- porous concrete
- porous asphalt
- permeameter
- stormwater management
- SuDS
- source control