Hydrodynamic behaviour of a new permeable pavement material under high rainfall conditions. Issue 7 (2nd October 2016)

• Record Type: Journal Article
• Authors: Bentarzi, Y.; Ghenaim, A.; Terfous, A.; Wanko, A.; Feugeas, F.; Poulet, J.B.; Mosé, R.
• Is Part Of: Urban water journal. Volume 13:Issue 7(2016)
• Page Start: 687
• Page End: 696
• Publication Date: 2016-10-02
• Subjects: compost -- crushed concrete -- hydrodynamic behaviour -- permeable pavement -- pollution -- the mean residence time; Municipal water supply -- Management -- Periodicals; Water-supply -- Planning -- Periodicals; 628.1
• DOI: 10.1080/1573062X.2015.1024688
• Languages: English
• ISSNs: 1573-062X

Abstract

Abstract : Permeable pavements are among the most effective alternative solutions for sustainable stormwater management. They decrease impervious surfaces in urban areas, reduce the risk of flooding under high rainfall conditions and protect the natural environment against stormwater pollution. In a view to ensuring sustainable stormwater management, a new eco-material has been designed for producing permeable pavements. This material is a mixture of construction wastes (crushed concrete) and organic matter (compost). The crushed concrete is the structural support and the compost is used for retention and the biological treatment of stormwater pollution. The purpose of the research work presented in this paper was to evaluate the hydrodynamic behaviour of a new permeable pavement material under high rainfall conditions. The experimental approach adopted for this research study is a temporal moment analysis. Therefore, for the experimental study, we simulated high rainfall with a return period of 10 years (Torreilles in 2001, France). The rainfall data were provided by Meteo France. The rainfall was maintained at an intensity of 126 mm/h, corresponding to a flow rate of 16 l/h at laboratory apparatus scale. Then, the flow rate was increased three times, to 25 l/h, 50 l/h and finally 100 l/h to subject the material to extreme conditions.