Characterization of Infiltration Capacity of Permeable Pavements with Porous Asphalt Surface Using Cantabrian Fixed Infiltrometer
Publication: Journal of Hydrologic Engineering
Volume 17, Issue 5
Abstract
Porous asphalt is used in Permeable Pavement Systems, but it is sensitive to surface clogging, which leads to a loss in its infiltration capacity. Test methods based on the use of permeable pavement models, which are manufactured in a laboratory and assessed under different clogging conditions, such as slope, rain, and runoff, have been widely applied to the study of permeable pavements with concrete blocks but not to the study of porous bituminous mixtures. The Cantabrian Fixed (CF) Infiltrometer has been used for the study of porous asphalt with void percentages between 20 and 33%. Three clogging scenarios were studied: 1) newly placed surface, 2) surface with an average maintenance level, and 3) clogged surface. Each clogging scenario was tested with five different slopes: 0, 2, 5, 8, and 10% and three repetitions. The direct rainfall simulation was produced by five lines of bubblers over the piece, and the runoff was simulated by one perforated pipe over a plastic ramp at the beginning of the surface. From the analysis of the results, it was concluded that a suitable design of a porous bituminous mixture, with a void percentage that increases with depth, along with surface brushing are enough to ensure and maintain a good infiltration capacity. Finally, an empirical, conservative model for estimating the porous asphalt infiltration capacity, based on the length, the clogging scenario, and the surface slope, is proposed.
Get full access to this article
View all available purchase options and get full access to this article.
References
Bendtsen, H., Andersen, B., Ruth, B., Phillips, J., and Dunning, M. (2005). “Noise-reducing pavements for highways and urban roads—State of the art in Denmark.” Asphalt Paving Technol.APATDV, 74, 1085–1105.
Bustos Pretel, G., and Pérez Ibáñez, E. (2007). Pliego de prescripciones técnicas generales para obras de carreteras y puentes [Document of general technical recommendations for road and bridge construction work], Ediciones Liteam, Madrid, Spain.
Castro, D., González-Angullo, N., Rodríguez, J., and Calzada, M. A. (2007). “The influence of paving-block shape on the infiltration capacity of permeable paving.” Land Contam. Reclamat., 15(3), 335–344.
Charbeneau, R. J., Klenzendorf, J. B., and Barrett, M. E. (2011). “Methodology for determining laboratory and in situ hydraulic conductivity of asphalt permeable friction course.” J. Hydraul. Eng., 137(1), 15–22.JHEND8
Chopra, M., Kakuturu, S., Ballock, C., Spence, J., and Wanielista, M. (2010). “Effect of rejuvenation methods on the infiltration rates of pervious concrete pavements.” J. Hydrol. Eng., 15(6), 426–433.JHYEFF
Collins, K. A., Hunt, W. F., and Hathaway, J. M. (2008). “Hydrologic comparison of four types of permeable pavement and standard asphalt in eastern North Carolina.” J. Hydrol. Eng., 13(12), 1146–1157JHYEFF.
Davies, J. W., Pratt, C. J., and Scott, M. A. (2002). “Laboratory study of permeable pavement systems to support hydraulic modelling.” Proc. of the 9th International Conf. on Urban Drainage (9ICUD), ASCE, Reston, VA.
Fernández-Barrera, A. H., Castro-Fresno, D., Rodríguez-Hernández, J., and Calzada-Pérez, M. A. (2008). “Infiltration capacity assessment of urban pavements using the LCS permeameter and the CP infiltrometer.” J. Irrig. Drain. Eng., 134(5), 659–665.JIDEDH
Fassman, E. A., and Blackbourn, S. (2010). “Urban runoff mitigation by a permeable pavement system over impermeable soils.” J. Hydrol. Eng., 15(6), 475–485.JHYEFF
González-Angullo, N., Castro-Fresno, D., Rodríguez, J., and Davies, J. W. (2008). “Runoff infiltration to permeable paving in clogged conditions.” Urban Water J., 5(2), 117–124.UWJRAU
Grover, W. C., Hoiberg, A. J., and Haigh, T. I. (1972). “Investigation of porous pavements for urban runoff control.” Water Pollution Control Research Series: 11034 DUY, U.S. Government Printing Office, Washington, DC.
Haselbach, L. M. (2010). “Potential for clay clogging of pervious concrete under extreme conditions.” J. Hydrol. Eng., 15(1), 67–69.JHYEFF
Hogland, W., Niemczynowicz, J., and Wahlman, T. (1987). “The unit superstructure during the construction period.” Sci. Total Environ., 59(C), 411–424.STENDL
Legret, M. (2001). “Pollution et impact d'eaux de ruissellement de chaussées [Pollution and impact of the runoff of roads].” Routes CR 27 Études et Recherches des Laboratoires des Ponts et Chaussées, Laboratoire Central des Ponts et Chaussées (LCPC), Paris.
Legret, M., Colandini, V., and Le, Marc, C. (1996). “Effects of a porous pavement with reservoir structure on the quality of ruoff water and soil.” Sci. Total Environ., 189–190, 335–340.STENDL
Membrillo, Medrano, J. M. (1994). “Técnicas especiales de conservación de firmes flexibles [Special techniques for the conservation of flexible pavements].” V Jornadas de Conservación de Carreteras, Los contratos de conservación. May 24-27. Granada, Spain, 279–296.
Ministerio de Obras Públicas y Urbanismo. (1987). Mezclas bituminosas porosas (Porous bituminous mixtures), Secretaría General Técnica, Centro de Publicaciones, Ministerio de Obras Públicas y Urbanismo, Madrid.
Pérez, Jiménez F. E., Calzada, Pérez M. A., and Gonzalez, Bengochea R. (1985). “Mezclas bituminosas porosas: Estudio en laboratorio de sus características permeables y resistencia a la abrasión [Porous bituminous mixtures: Laboratory study of permeability and abrasion resistance].” Memoria de la Cátedra de Caminos y Aeropuertos de la Escuela Técnica Superior de Ingenieros de Caminos, Canales y Puertos de Santander para el Ministerio de Obras Públicas y Urbanismo (MOPU).
Pérez, Jiménez, F. E., and Calzada, Pérez, M. A. (1990). “Analysis and evaluation of the performance of porous asphalt: The Spanish experience. Surface characteristics of roadways: international research and technologies.” Papers of the First Int. Symp. on Surface Characteristics. ASTM STP 1031, June 8-9, 1988, Pennsylvania: Meyer/Reichert.
Pratt, C., Wilson, S., and Cooper, P. (2002). “Source control using constructed pervious surfaces.” Hydraulic, Structural and water quality performance issues, CIRIA, London.
Rodríguez, J., Castro, D., Calzada, M. A., and Davies, J. W. (2005). “Pervious pavement research in Spain: Structural and hydraulic issues.” Proc. of the 10th International Conf on Urban Drainage (10ICUD), Danmarks Tekniske Universitet (DTU), Copenhagen, Denmark.
Rom mel, M., Rus, M., Argue, J., Johnston, L., and Pezzaniti, D. (2001). “Carpark with 1 to 1 (impervious/permeable) paving: performance of Formpave blocks.” NOVATECH’2001, Sustainable Techniques and Strategies in Urban Water Management, 4th Int. Conf., Groupe de Recherche Rhône-Alpes sur les Infrastructures et l’Eau (GRAIE), Lyon, France, 807–814.
Sansalone, J., Kuang, X., and Ranieri, V. (2008). “Permeable pavement as a hydraulic and filtration interfacefor urban drainage.” J. Irrig. Drain. Eng., 134(5), 666–674.JIDEDH
Scholz, M., and Grabowiecki, P. (2007). “Review of permeable pavement systems.“ Build. Environ., 42(11), 3830–3836.BUSCBC
Shackel, B. (1997). “Water penetration and structural evaluations of permeable eco-paving.” Betonwerk und Fertigteil-Technik/Concrete Precasting Plant and Technology, 63(3), 110–118.
Sheldon, S. A., and Fiedler, F. R. (2008). “Direct numerical simulation of hortonian runoff resulting from heterogeneous saturated hydraulic conductivity.” J. Hydrol. Eng., 13(10), 948–959.JHYEFF
Schlüter, W., and Jefferies, C. (2005). “The real issues with in-ground SUDS in Scotland.” Proc. of the 10th Int. Conf. on Urban Drainage (10ICUD), Danmarks Tekniske Universitet (DTU), Copenhagen, Denmark.
Tan, S. A., Fwa, T. F., and Guwe, V. Y. F. (2000). “Laboratory measurements and analysis of clogging mechanism of porous asphalt mixes.” J. Test. Eval., 28(3), 207–213.JTEVAB
Valavala, S., Montes, F., and Haselbach, L. M. (2006). “Area-rated rational coefficients for portland cement pervious concrete pavement.” J. Hydrol. Eng., May–June, 257–260.JHYEFF
Information & Authors
Information
Published In
Copyright
© 2012. American Society of Civil Engineers.
History
Received: Jul 17, 2010
Accepted: Jul 25, 2011
Published online: Jul 27, 2011
Published in print: May 1, 2012
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.