Technical Papers
Sep 15, 2012

Examination of the Material Found in the Pore Spaces of Two Permeable Pavements

Publication: Journal of Irrigation and Drainage Engineering
Volume 139, Issue 4

Abstract

Clogging of pore space is the leading cause of failure of permeable pavements. A study conducted at Villanova University on two permeable pavements, porous asphalt and pervious concrete, endeavored to answer the question of what materials were depositing in the pore spaces. In 2007, an existing parking lot at Villanova University was retrofitted with a 30 by 9 m section of permeable pavement. Half of the section (15 by 9 m) consisted of pervious concrete, whereas the other half was porous asphalt. The 270m2 porous pavement area had a drainage area of 730m2, which was 100% traditional dense-graded (impermeable) asphalt. A stone infiltration bed underlaid the permeable pavements. Intensive vacuuming was performed using an industrial strength vacuum cleaner to extract the material contained in the pore spaces of the pavement surface layer. The material collected was analyzed to determine the grain size distribution, percentage of organic matter, and concentration of metals (copper, lead, and zinc). Most of the material removed during vacuuming was pieces of the pavements that had raveled. This analysis revealed that very little fines or organics were found in the pore spaces of the pavements, which is attributable to the measures taken on-site to reduce the influx of foreign materials into the pavement surfaces. Metals had sorbed onto the materials removed from the pore spaces; over 20.1 g of copper, 1.8 g of lead, and 18.7 g of zinc were retained because of trapping of sediments in the pores of the permeable pavements. These results indicate that permeable pavement infiltration systems not only reduce the volume of runoff by providing a means of infiltration, but that they improve water quality by removing pollutants at several steps along the water’s path. Pollutants can sorb to the sediments in the pore spaces, the rocks in the infiltration bed, and the natural soils beneath the infiltration bed.

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Acknowledgments

The authors would like to thank the Villanova Urban Stormwater Partnership, PA DEP 319 Program, and Villanova’s Facilities Management Office. Construction of this site was supported by RMC Research Foundation, PA DEP Growing Greener, and Prince George’s County.

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Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 139Issue 4April 2013
Pages: 278 - 284

History

Received: Jun 27, 2012
Accepted: Sep 12, 2012
Published online: Sep 15, 2012
Published in print: Apr 1, 2013

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Authors

Affiliations

Andrea L. Welker [email protected]
A.M.ASCE
Associate Professor, Civil and Environmental Engineering Dept., Villanova Univ., 800 Lancaster Ave., Villanova, PA 19085 (corresponding author). E-mail: [email protected]
Jennifer K. Gilbert Jenkins [email protected]
Ecology Teacher, Wesstown School, 975 Wesstown Rd., West Chester, PA 19382. E-mail: [email protected]
Leslie McCarthy [email protected]
A.M.ASCE
Assistant Professor, Civil and Environmental Engineering Dept., Villanova Univ., 800 Lancaster Ave., Villanova, PA 19085. E-mail: [email protected]
Evgeny Nemirovsky [email protected]
Project Engineer, Whitney, Bailey, Cox, and Magnani, Limited Liability Corporation, 849 Fairmount Ave., Suite 100, Baltimore, MD 21286. E-mail: [email protected]

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