A permeable concrete block pavement is a mainstream type of pavement that is suitable for trafficking and also acts as the drainage system. It allows water to pass through the surface, between each block, and into the laying course and sub-base where it is stored and released slowly into the subgrade. Permeable concrete block pavements are very effective at removing pollution from runoff, when water passes through the joint and sand layers. The estimation of infiltration rate through a permeable concrete block pavement is very important in order to prevent the water from ponding on the surface. In the present study a new laboratory test apparatus was built to simulate the actual conditions of permeable block pavements based on various parameters including the type of sand materials, thickness of the block and the joint width, and a correlation was achieved for the infiltration rate through the joint sand. The results are of value to designers wishing to control and prevent surface runoff water and compare the intensity of the rainfall with the infiltration rate through the permeable concrete block pavement.
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December 2010
Research Article|
December 01 2010
Runoff infiltration through permeable block pavements
A. Hassani;
A. Hassani
Department of Civil Engineering
Faculty of Engineering, Tarbiat Modares University, Tehran, I.R. Iran
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S. Mohammad;
S. Mohammad
Department of Civil Engineering
Faculty of Engineering, Tarbiat Modares University, Tehran, I.R. Iran
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P. Ghoddusi
P. Ghoddusi
Faculty of Civil Engineering
Elmo Sanat University, Tehran, I.R. Iran
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Publisher: Emerald Publishing
Revision Received:
July 15 2009
Accepted:
January 19 2010
Online ISSN: 1751-7710
Print ISSN: 0965-092X
© 2010 Thomas Telford Ltd
2010
Proceedings of the Institution of Civil Engineers - Transport (2010) 163 (4): 183–190.
Article history
Revision Received:
July 15 2009
Accepted:
January 19 2010
Citation
Hassani A, Mohammad S, Ghoddusi P (2010), "Runoff infiltration through permeable block pavements". Proceedings of the Institution of Civil Engineers - Transport, Vol. 163 No. 4 pp. 183–190, doi: https://doi.org/10.1680/tran.2010.163.4.183
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