Drainage Modeling of Roadway Systems with Porous Friction Courses
Publication: Journal of Transportation Engineering
Volume 138, Issue 4
Abstract
The conventional nonpermeable asphalt pavement interface significantly modifies relationships between rainfall and runoff while also altering the coupled transport of particulate matter (PM), heat, and solutes. This study examines an original drainage design method for commonly utilized porous friction courses (PFC) promoting roadway system drainage, improved skid control, and in situ passive control of PM through infiltration-exfiltration of surface water by a pavement system PFC. This study presents a generalized mathematical model on the basis of physical modeling, which is utilized in the proposed design method. Specifically, for the geometric characteristics of a roadway, the rainfall intensity, and the mix design porosity characteristics, the method is utilized to evaluate the hydraulic response and thickness of the PFC to minimize ephemeral surface water films on the pavement. The method proves to be sufficiently robust to design the required spacing of pavement subsurface drains to minimize surface water films. Model results are synthesized into design nomographs to facilitate design solutions. The study illustrates applications of the design model and method for PFC construction. As with any drainage design model and method, field validation of the hydraulic response, for example through field permeameter testing, is required.
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References
Fwa, T. F., and Ong, G. P. (2008). “Wet pavement hydroplaning risk and skid resistance: Analysis.” J. Trans. Eng.JTPEDI, 134(5), 182–190.
Garber, N., and Hoel, L. (1999). Traffic and highway engineering, 2nd Ed., PWS, Pacific Grove, CA.
Jackson, T. J., and Ragan, R. M. (1974). “Hydrology of porous pavement parking lots.” J. Hydraul. Div.JYCEAJ, 100(12), 1739–1752.
Kovàcs, G. (1981). Seepage hydraulics, Elsevier, New York, 251–263.
Kraemer, C. (1997). “Retrospectiva y actualidad de las mezclas drenantes.” in Proc. of the European Conf. on Porous Asphalts, Madrid.
Kuang, X., Sansalone, J., Kim, J., and Gnecco, I. (2007). “Particle separation and hydrologic control by permeable pavement.” J. Trans. Res. Rec., 2025, 111–117.TRREDM
Lefebvre, G. (1993). “Porous asphalt.” Report 08.01B. PIARC Technical Committee on Surface Characteristics, Permanent International Association of Road Congress, Paris.
Luis, A. S. (1997). “Experience in Portugal.” In Proc. of the European Conference on Porous Asphalt, Madrid.
Molenaar, J. M. M., and Molenaar, A. A. A. (2000). “An investigation into the contribution of the bituminous binder to the resistance to ravelling of porous asphalt.” In Proc. of the 2nd Euroasphalt & Eurobitume Congress, European Asphalt Pavement Association (EAPA) and the European Bitumen Association (Eurobitume), Brussels, Belgium, 500–508.
Ong, G. P., and Fwa, T. F. (2007). “Wet pavement hydroplaning risk and skid resistance: Modeling.” J. Trans. Eng.JTPEDI, 133(10), 590–598.
Palazzi, E., and Pediconi, R. (1992). “Criteri pratici per la realizzazione dei conglomerati drenanti fonoassorbenti.” Le Strade, No. 1283, March/April.
Practico, F. G., and Moro, A. (2005). “Sulla permeabilita dei conglomerati bituminosi.” Strade and Autostrade, Vol. 1, 68–79 (in Italian).
Price, S., Mehta, Y., Myers McCarthy, L. (2007). “Evaluation and modeling of repeated load. Test data of asphalt concrete for mechanistic-empirical pavement design.” J. Mater. Civ. Eng.JMCEE7, 19(11), 993–999.
Ranieri, V. (1998). “Indagine teorico sperimentale sul comportamento idraulico dei conglomerati bituminosi drenanti.” Ph.D. thesis, Univ. of Rome, La Sapienza, Italy.
Ranieri, V. (2002). “Runoff control in porous pavements.” Transportation Research Record 1789, Transportation Research Board, Washington, DC.
Ranieri, V. (2006). “Criteri progettuali per il dimensionamento dei manti d’usura drenanti.” In Proc. of the XVI Societa Italiana Infrastrutture Viarie Congress, Societa Italiana Infrastrutture Viarie, Bari, Italy.
Ruiz, A. (1997). “Mixture design.” In Proc. of the European Conference on Porous Asphalts, Madrid.
Sansalone, J., Kuang, X., and Ranieri, V. (2008). “Permeable pavement as a hydraulic and filtration interface for urban drainage”. J. Irrig. Drain. Eng.JIDEDH, 134(5), 666–674.
Tan, S., Fwa, T., and Chai, K. (2004). “Drainage considerations for porous asphalt surface course design.” Transportation Research Record 1868, Transportation Research Board, Washington, DC.
Teng, Z., and Sansalone, J. (2004). “In situ partial exfiltration of rainfall-runoff-II: Particle separation”. J. Environ. Eng.JOEEDU, 130(9), 1008–1020.
Tolman, F., and Van Gorkum, F. (1997). “A model for the mechanical durability of porous asphalt.” In Proc. of the European Conference on Porous Asphalts, Madrid.
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© 2012. American Society of Civil Engineers.
History
Received: Nov 1, 2009
Accepted: Aug 11, 2011
Published online: Aug 13, 2011
Published in print: Apr 1, 2012
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