Modelling the outflow from a porous pavement

Wolfram Schlüter, Christopher Jefferies

Research output: Contribution to journalArticle

44 Citations (Scopus)

Abstract

The porous pavement of industrial and commercial areas is a form of sustainable urban drainage (SUD) system which has been developed to reduce runoff flow rates and volumes. This study reports on the modelling of the 20-month-old porous pavement at the Royal Bank of Scotland Headquarters in Edinburgh. A hydraulic model was developed using the Stormwater Modelling Program Erwin. Fifteen events were available for use in the calibration and verification procedure. The modelling results have shown an excellent prediction of the outflow behaviour of the site investigated.
Original languageEnglish
Pages (from-to)245-253
Number of pages9
JournalUrban Water
Volume4
Issue number3
DOIs
Publication statusPublished - Sep 2002

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pavement
outflow
modeling
urban drainage
stormwater
runoff
calibration
hydraulics
prediction

Cite this

Schlüter, Wolfram ; Jefferies, Christopher. / Modelling the outflow from a porous pavement. In: Urban Water. 2002 ; Vol. 4, No. 3. pp. 245-253.
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Schlüter, W & Jefferies, C 2002, 'Modelling the outflow from a porous pavement', Urban Water, vol. 4, no. 3, pp. 245-253. https://doi.org/10.1016/S1462-0758(01)00065-6

Modelling the outflow from a porous pavement. / Schlüter, Wolfram; Jefferies, Christopher.

In: Urban Water, Vol. 4, No. 3, 09.2002, p. 245-253.

Research output: Contribution to journalArticle

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AU - Schlüter, Wolfram

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AB - The porous pavement of industrial and commercial areas is a form of sustainable urban drainage (SUD) system which has been developed to reduce runoff flow rates and volumes. This study reports on the modelling of the 20-month-old porous pavement at the Royal Bank of Scotland Headquarters in Edinburgh. A hydraulic model was developed using the Stormwater Modelling Program Erwin. Fifteen events were available for use in the calibration and verification procedure. The modelling results have shown an excellent prediction of the outflow behaviour of the site investigated.

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