Do pervious pavements really need pervious surfaces? The concept of the macro-pervious pavement as a SuDS device

Alan Newman, A. Shuttleworth, E.O. Nnadi, Fredrick U. Mbanaso, B.A. Ladislao, D. Aitkin, T. Puehmeier

Research output: Contribution to conferencePaper

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Abstract

Pervious pavements, as part of sustainable drainage systems, have a long history but there is some resistance to their use based on worries over pavement life and difficulties associated with clogging. Whilst stormwater run-off rates and volume controls that arise from a pervious pavement certainly do not require a pervious surface (i.e., the storage and infiltration of water could be equally well achieved no matter how the water is directed underground), it is the water quality issues dependent on the filtration through the pervious surface which are receiving more attention. The purpose of this study is to illustrate that this is not the case and that a pavement with a sub-surface storage and treatment zone can operate effectively when water is directed underground by suitably designed, discrete, infiltration points. These infiltration points serve to trap the majority of pollutants in the upstream part of the treatment train where they can be dealt with via a simple maintenance schedule. In particular this study reports up to date results from an on-going study on a macro-pervious pavement in Scotland and on studies on systems which utilise oil separators installed either to take stormwater from individual gulley pots, or within channel drains, serving a pervious sub-base.
Original languageEnglish
Publication statusPublished - 2015
EventSEEP2015 - Paisley, United Kingdom
Duration: 11 Aug 201514 Aug 2015

Conference

ConferenceSEEP2015
CountryUnited Kingdom
CityPaisley
Period11/08/1514/08/15

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pavement
infiltration
stormwater
water
drain
train
need
runoff
water quality
pollutant
oil
history

Bibliographical note

© University of the West of Scotland.

Keywords

  • Sustainable drainage systems
  • pervious pavements
  • hydrocarbons

Cite this

Newman, A., Shuttleworth, A., Nnadi, E. O., Mbanaso, F. U., Ladislao, B. A., Aitkin, D., & Puehmeier, T. (2015). Do pervious pavements really need pervious surfaces? The concept of the macro-pervious pavement as a SuDS device. Paper presented at SEEP2015, Paisley, United Kingdom.

Do pervious pavements really need pervious surfaces? The concept of the macro-pervious pavement as a SuDS device. / Newman, Alan; Shuttleworth, A.; Nnadi, E.O.; Mbanaso, Fredrick U.; Ladislao, B.A.; Aitkin, D.; Puehmeier, T.

2015. Paper presented at SEEP2015, Paisley, United Kingdom.

Research output: Contribution to conferencePaper

Newman, A, Shuttleworth, A, Nnadi, EO, Mbanaso, FU, Ladislao, BA, Aitkin, D & Puehmeier, T 2015, 'Do pervious pavements really need pervious surfaces? The concept of the macro-pervious pavement as a SuDS device' Paper presented at SEEP2015, Paisley, United Kingdom, 11/08/15 - 14/08/15, .
Newman A, Shuttleworth A, Nnadi EO, Mbanaso FU, Ladislao BA, Aitkin D et al. Do pervious pavements really need pervious surfaces? The concept of the macro-pervious pavement as a SuDS device. 2015. Paper presented at SEEP2015, Paisley, United Kingdom.
Newman, Alan ; Shuttleworth, A. ; Nnadi, E.O. ; Mbanaso, Fredrick U. ; Ladislao, B.A. ; Aitkin, D. ; Puehmeier, T. / Do pervious pavements really need pervious surfaces? The concept of the macro-pervious pavement as a SuDS device. Paper presented at SEEP2015, Paisley, United Kingdom.
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AU - Aitkin, D.

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AB - Pervious pavements, as part of sustainable drainage systems, have a long history but there is some resistance to their use based on worries over pavement life and difficulties associated with clogging. Whilst stormwater run-off rates and volume controls that arise from a pervious pavement certainly do not require a pervious surface (i.e., the storage and infiltration of water could be equally well achieved no matter how the water is directed underground), it is the water quality issues dependent on the filtration through the pervious surface which are receiving more attention. The purpose of this study is to illustrate that this is not the case and that a pavement with a sub-surface storage and treatment zone can operate effectively when water is directed underground by suitably designed, discrete, infiltration points. These infiltration points serve to trap the majority of pollutants in the upstream part of the treatment train where they can be dealt with via a simple maintenance schedule. In particular this study reports up to date results from an on-going study on a macro-pervious pavement in Scotland and on studies on systems which utilise oil separators installed either to take stormwater from individual gulley pots, or within channel drains, serving a pervious sub-base.

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