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Field Investigation of Reduction in Infiltration Capacity in a Permeable Pavement System Due To Clogging
Conference paper

Field Investigation of Reduction in Infiltration Capacity in a Permeable Pavement System Due To Clogging

Terry Lucke and Simon Beecham
3rd International SUDSnet Conference Program and Abstract Book, pp.1-8
International SUDSnet Conference: Multiple Benefits from Surface Water Management, 3rd (Coventry, United Kingdom)
University of Abertay
2012
url
http://sudsnet.abertay.ac.uk/presentations/National%20Conf%202012/SUDSnet_2012_ConferenceBook_web.pdfView
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Abstract

Civil Engineering permeable pavements infiltration clogging stormwater runoff geofabric
Permeable paving can be used as an alternative to conventional impervious hard surfaces, such as roads, carparks, footpaths and pedestrian areas and this results in many stormwater management and environmental benefits. However, there is a general perception that permeable pavements tend to clog quickly and result in high maintenance and replacement costs. This study investigated a permeable interlocking concrete pavement (PICP) system that has been in service for over eight years in Australia. The broad aims of this study were to quantify the reduction in infiltration capacity that occurred in the pavement over time due to clogging. The study clearly demonstrated that the infiltration rate of permeable pavements decreases over time with the results showing a decrease in infiltration capacity of between 63.3% and 100%. However, while pavement clogging clearly resulted in reduced permeability over time, the overall infiltration performance of the PICP system was stillsatisfactory after eight year's continuous service.

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