2002
DOI: 10.1016/s1462-0758(01)00065-6
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Modelling the outflow from a porous pavement

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Cited by 59 publications
(27 citation statements)
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“…The reduction in percentage runoff was somewhat disappointing at only 22%. For a different car park, Schluter and Jefferies (2002) found that discharged metal concentrations were restricted by the use of porous concrete block surfaces (e.g. Cd < 0.01 µg l -1 ; Zn < 22.2 µg l -1 ) and for 16 storms the average outflow discharge volume was 46.5% of the incident rainfall.…”
Section: Alternative Surface Structuresmentioning
confidence: 99%
“…The reduction in percentage runoff was somewhat disappointing at only 22%. For a different car park, Schluter and Jefferies (2002) found that discharged metal concentrations were restricted by the use of porous concrete block surfaces (e.g. Cd < 0.01 µg l -1 ; Zn < 22.2 µg l -1 ) and for 16 storms the average outflow discharge volume was 46.5% of the incident rainfall.…”
Section: Alternative Surface Structuresmentioning
confidence: 99%
“…Permeable pavements offer one solution to convert parking areas as well as low-density traffic lanes and pedestrian pathways into pervious surfaces towards a more sustainable approach in road construction practices (Schlüter and Jefferies 2002). Permeable pavements include both monolithic (i.e.…”
Section: Introductionmentioning
confidence: 99%
“…Some of these systems have become ineffective. 1,2 The need for modernising traditional drainage systems has become a priority for councils and water companies.…”
Section: Introduction Sustainable Urban Drainage Systemsmentioning
confidence: 99%