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 porous pavement area had a drainage area of , 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.
References
ASTM. (2013). “ASTM D2487-11 Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System).” Book of Standards Volume 4.08 Soil and Rock, ASTM, Conshohocken, PA, 1828.
Barbis, J., and Welker, A. L. (2010). “Stormwater temperature mitigation beneath pervious pavements.” Proc., World Environmental and Water Resources Congress 2010: Challenges of Change, ASCE, Reston, VA, 3971–3979.
Chopra, M., Kakuturu, S., Ballock, C., Spence, J., and Wanielista, M. (2010). “Determination of the infiltration rates and the effect of rejuvenation methods for pervious concrete pavements.” J. Hydrol. Eng., 15(6), 426–433.
Coughlin, J. P., Campbell, C. D., and Mays, D. C. (2012). “Infiltration and clogging by sand and clay in a pervious concrete system.” J. Hydrol. Eng., 17(1), 68–73.
Davis, A. P., Shokouhian, M., and Ni, S. (2001). “Loadings of lead, copper, cadmium, and zinc, in urban runoff from specific sources.” Chemosphere, 44(5), 997–1009.
Delatte, N., Miller, M., and Aleksander, M. (2007). Portland cement pervious concrete pavement: Field performance investigation on parking lot and roadway pavements, Cleveland State Univ., Cleveland.
Delatte, N., and Schwartz, S. (2010). “Sustainability benefits of pervious concrete pavement.” Proc., 2nd Int. Conf. on Sustainable Construction Materials and Technology, ASCE, Reston, VA.
Dierkes, C., Kuhlmann, L., Kandasamy, J., and Angelis, G. (2002). “Pollution retention capability and maintenance of permeable pavements.” Proc., 9th Int. Conf. on Urban Drainage, EWRI.
Ferguson, B. K. (2005). Porous pavements, CRC, Boca Raton, FL.
Haselbach, L. M. (2010). “Potential for clay clogging of pervious concrete under extreme conditions.” J. Hydrol. Eng., 15, 67–69.
Haselbach, L., Valavala, S., and Montes, F. (2006). “Permeability predictions for sand clogged Portland cement pervious concrete pavement systems.” J. Environ. Manage., 81(1), 42–49.
Horst, M., Welker, A., and Traver, R. (2011). “Multiyear performance of a pervious concrete infiltration basin BMP.” J. Irrig. Drain. Eng., 137(6), 352–358.
Huurman, R. M., Mo, L., and Woldekidan, M. F. (2010). “Unravelling porous asphalt concrete towards a mechanistic material design tool.” Road Mater. Pavement Des., 11(3), 583–612.
Kadurupokune, N., and Jayasuriya, N. (2009). “Pollutant load removal efficiency of pervious pavements: Is clogging an issue?” Water Sci. Technol., 60(7), 1787–1794.
Kevern, J. T., Wang, K., and Schaefer, V. R. (2010). “The effect of coarse aggregate on the freeze-thaw durability of pervious concrete.” J. Mater. Civ. Eng., 22(5), 469–475.
Kwiatkowski, M., Welker, A. L., Traver, R. G., Vanacore, M., and Ladd, T. (2007). “Evaluation of an infiltration best management practice utilizing pervious concrete.” J. Am. Water Resour. Assoc., 43(5), 1208–1222.
Legret, M., Colandini, V., and LeMarc, C. (1996). “Effects of porous pavement with reservoir structure on the quality of runoff water and soil.” Sci. Total Environ., 190, 335–340.
National Resource Council (NRC). (2008). Urban stormwater management in the United States, The National Academies, Washington, DC.
Radlinska, A., Welker, A., Greising, K., Campbell, B., and Littlewood, D. (2012). “Long-term field performance of pervious concrete pavement.” Adv. Civ. Eng., 2012, 9.
Roseen, R. M., Ballestero, T. P., Houle, J. J., Briggs, J. F., and Houle, K. M. (2012). “Water quality and hydrologic performance of a porous asphalt pavement as a storm-water treatment strategy in a cold climate.” J. Environ. Eng., 138(1), 81–89.
Rushton, B. T. (2001). “Low-impact parking lot design reduces runoff and pollutant loads.” J. Water Resour. Plann. Manage., 127(3), 172–179.
Sansalone, J., Kuang, X., and Ranieri, V. (2008). “Permeable pavement as a hydraulic and filtration interface for urban drainage.” J. Irrig. Drain. Eng., 134(5), 666–674.
Schaus, L. K. (2007). “Porous asphalt pavement designs: Proactive design for cold climate use.” Masters thesis, Univ. of Waterloo, Waterloo, Ontario, Canada.
Scholz, M., and Grabowiecki, P. (2007). “Review of permeable pavement systems.” Build. Environ., 42(11), 3830–3836.
Shirke, N. A., and Shuler, S. (2009). “Cleaning porous pavements using a reverse flush process.” J. Transp. Eng., 135(11), 832–838.
Teng, Z., and Sansalone, J. J. (2004). “In situ partial exfiltration of rainfall runoff. II: Particle separation.” J. Environ. Eng., 130(9), 1008–1020.
Tennis, P. D., Leming, M. L., and Akers, D. J. (2004). Pervious concrete pavements, Portland Cement Association, Skokie, IL.
Vancura, M. E., MacDonald, K., and Khazanovich, L. (2012). “Location and depth of pervious concrete clogging material before and after void maintenance with common municipal utility vehicles.” J. Transp. Eng., 138(3), 332–338.
Welker, A., Barbis, J., and Jeffers, P. (2012). “A holistic side-by-side comparison of pervious concrete and porous asphalt.” J. Am. Water Resour. Assoc., 48(4), 809–819.
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© 2013 American Society of Civil Engineers.
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Received: Jun 27, 2012
Accepted: Sep 12, 2012
Published online: Sep 15, 2012
Published in print: Apr 1, 2013
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