Infiltration Capacity Assessment of Urban Pavements Using the LCS Permeameter and the CP Infiltrometer
Publication: Journal of Irrigation and Drainage Engineering
Volume 134, Issue 5
Abstract
This paper presents the Cantabrian portable infiltrometer (CP infiltrometer), a specially designed device based on rainfall simulation for the assessment of the infiltration capacity of all types of urban pavements. Several pervious and impervious surfaces were tested with the LCS permeameter, an existing infiltration test based on the use of a column of water, and the CP Infiltrometer, simulating rain intensities with return periods of 10, 50, and 500 years and duration. The discussion of the results indicates that the CP infiltrometer could be used successfully to identify different levels of infiltration capacity and to assess the correct performance of pervious surfaces on which design, construction, and maintenance decisions are based.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
This work forms part of a research project entitled “Development of new structures of pavements for the biodegradation of hydrocarbons (FIDICA),” financed by the Spanish Ministry of Science and Technology with funds of the PGE (General Budget of the State) and of the FEDER (European Funds for Regional Development), Reference No. UNSPECIFIEDREN2003-05278/TECNO.
References
Angulo-Jaramillo, R., Vandervaere, J. P., Roulier, S., Thony, J. L., Gaudet, J. P., and Vauclin, M. (2000). “Field measurement of soil surface hydraulic properties by disc and ring infiltrometers: A review and recent developments.” Soil Tillage Res., 55, 1–29.
ASTM. (2003). Standard test method for infiltration rate of soils in field using double-ring infiltrometer, D 3385-03, Philadelphia.
Bean, E. Z., Hunt, W. F., and Bidelspach, D. A. (2004). “Study on the surface infiltration rate of permeable pavements.” Proc., 4th IWA World Water Congress, IWA, Marrakech, Morocco.
Bhardwaj, A., and Singh, R. (1992). “Development of a portable rainfall simulator infiltrometer for infiltration, runoff and erosion studies.” Agric. Water Manage., 22, 235–248.
Brattebo, B. O., and Booth, D. B. (2003). “Long-term stormwater quantity and quality performance of permeable pavement systems.” Water Res., 37, 4369–4376.
Castro, D., Bayón, J. R., Rodríguez, J., and Ballester, F. (2005). “Sistemas urbanos de drenaje sostenible (SUDS).” Interciencia, 30(5), 255–260.
Castro, D., Bayón, J. R., Rodríguez, J., and González-Angullo, N. (2006). “Design process of a new concrete block for permeable pavements— Laboratory test studies.” Proc., 8th Int. Conf. on Concrete Block Paving, ICPI, Interlocking Concrete Pavement Institute, Foundation for Education and Research, San Francisco, 141–148.
CEDEX. (2000). Permeabilidad in situ de pavimentos drenantes con el permeámetro LCS, NLT-327/00, Dirección General de Carreteras, Madrid, Spain.
Davies, J. W., Pratt, C. J., and Scott, M. A. (2002). “Laboratory study of permeable pavement systems to support hydraulic modelling.” Proc., 9th Int. Conf. on Urban Drainage (9ICUD), E. W. Strecker and W. C. Huber, eds., ASCE, IWA, EWRI, IAHR, Portland, Ore.
de Solminihac, H., and Castro, J. (2002). “Pavimentos porosos de hormigón: Una opción para mitigar los efectos de las aguas lluvias.” Revista BIT, 26(June), 35–38.
Dierkes, C., Kuhlmann, L., Kandasamy, J., and Angelis, G. (2002). Pollution retention capability and maintenance of permeable pavements, E. W. Strecker and W. C. Huber, eds., ASCE, IWA, EWRI, IAHR, Portland, Ore., 2–6.
Dirección General de Carreteras. (1990). Instrucción 5.2-IC drenaje superficial, Centro de Publicaciones, Secretaría Técnica, Ministerio de Obras Públicas y Urbanismo (MOPU), Madrid, Tecnología Carreteras Publicación 37.
Dirección General de Carreteras. (1999). Máximas lluvias diarias en la España peninsular, Ministerio de Fomento, Centro de Publicaciones, Madrid, Spain.
European Standard. (2005). “Bituminous mixtures. Test methods for hot mix asphalt. Part 40: In situ drainability.” ICS 93.080.20, EN 12697-40.
Gerke, R. J. (1982). “In situ testing of infiltration of water through road pavements.” Proc., 11th ARRB Conf., Part 2: Pavements and Structures, Australian Road Research Board, Melbourne, Victoria, Australia, Vol. 11, 178–192.
Johnston, P. M., Bell, N. C., and Wheater, H. S. (1984). “Laboratory simulation of urban runoff process.” Proc., 3rd Int. Conf. on Urban Storm Drainage, Chalmers Univ., Goteborg, Sweden, 233–244.
Pratt, C. J., Wilson, S., and Cooper, P. (2002). “Source control using constructed pervious surfaces.” Hydraulic, structural and water quality performance issues, CIRIA, London, CIRIA C582, RP637.
Rodríguez, J., Castro, D., Calzada, M. A., and Davies, J. W. (2005). “Pervious pavement research in Spain: Structural and hydraulic issues.” Proc., 10th Int. Conf. on Urban Drainage, 10ICUD, Agosto, Copenhagen, Denmark.
Rommel, M., Rus, M., Argue, J., Johnston, L., and Pezzaniti, D. (2001). “Carpark with 1 to 1 (impervious/permeable) paving: Performance of Formpave blocks.” Proc., 4th Int. Conf. NOVATECH’2001, Sustainable Techniques and Strategies in Urban Water Management, Graie, Lyon, France, 807–814.
Scholz, M., and Grabowiecki, P. (2007). “Review of permeable pavement systems.” Build. Environ., 42(11), 3830–3836.
Shackel, B. (1997). “Water penetration and structural evaluations of permeable eco-paving.” Betonwerk Fertigteil-Tech., 63(3), 110–118.
Information & Authors
Information
Published In
Copyright
© 2008 ASCE.
History
Received: Aug 8, 2007
Accepted: Nov 15, 2007
Published online: Oct 1, 2008
Published in print: Oct 2008
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.