Technical Notes
Mar 16, 2016

Comparison of Observed Infiltration Rates of Different Permeable Urban Surfaces Using a Cornell Sprinkle Infiltrometer

Publication: Journal of Hydrologic Engineering
Volume 21, Issue 7

Abstract

Efforts to retrofit pervious surfaces into urban landscapes are ongoing, yet the in situ infiltration rates of such surfaces have not been adequately studied. Of increasing interest in urban stormwater management is whether the infiltration rates of different permeable surfaces can be reliably estimated based on surface type alone. To this aim, a total of 139 infiltration tests were conducted using a Cornell sprinkle infiltrometer at 39 different sites distributed within New York City and Philadelphia. The results show significant statistical differences among surfaces: urban parks and tree pits without guards have the lowest infiltration rates; vegetated courtyards, tree pits with guards, porous pavers, backyards, and bioretention facilities display moderate infiltration rates; and porous concrete has the highest infiltration rate. The infiltration rates measured for most of the sites are similar or greater than the local design storm, suggesting that minimal rainfall excess would be generated from these surfaces as long as sufficient subsurface storage space is available.

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Acknowledgments

This research was partially supported by The National Fish and Wildlife Foundation, the New York State Department of Environmental Conservation, New York State Department of State, and the New York City Department of Parks and Recreation. A special thanks to Meltem Celik and Bob Shindelbeck of Cornell University, The New York City Soil and Water Conservation District interns, Zachary Benedetto, and Allison Neuman. Thanks to Stephanie Miller, Charlie Stillwell, and Daniel Leal. A special thanks also to Richard Shaw from USDA-NRCS and the various property owners who allowed us to perform site testing, including the Philadelphia Water Department and the Fordham Bedford Housing Corporation.

References

Ahiablame, L., Engel, B., and Chaubey, I. (2012). “Effectiveness of low impact development practices: Literature review and suggestions for future research.” Water Air Soil Pollut., 223(7), 4253–4273.
Bean, E. Z., Hunt, W. F., and Bidelspach, D. A. (2007). “Evaluation of four permeable pavement sites in eastern North Carolina for runoff reduction and water quality impacts.” J. Irrig. Drain. Eng., 583–592.
Bedan, E. S., and Clausen, J. C. (2009). “Stormwater runoff quality and quantity from traditional and low impact development watersheds.” J. Am. Water Resour. Assoc., 45(4), 998–1008.
Booth, D. B., and Leavitt, J. (1999). “Field evaluation of permeable pavement systems for improved stormwater management.” J. Am. Plan. Assoc., 65(3), 314–325.
Brattebo, B. O., and Booth, D. B. (2003). “Long-term stormwater quantity and quality performance of permeable pavement systems.” Water Res., 37(18), 4369–4376.
Brown, R. A., and Borst, M. (2014). “Evaluation of surface infiltration testing procedures in permeable pavement systems.” J. Environ. Eng., 04014001.
Burian, S., Nix, S., Durrans, S., Pitt, R., Fan, C., and Field, R. (1999). “Historical development of wet-weather flow management.” J. Water Resour. Plann. Manage., 3–13.
Cronshey, R., McCuen, R. H., Rawls, W., Robbins, S., and Woodward, D. (1986). “Urban hydrology for small watersheds.” U.S. Dept. of Agriculture, Washington, DC.
Devore, J. (2014). Probability and statistics for engineering and the sciences, 9th Ed., Cengage Learning, Boston.
Elliott, A. H., and Trowsdale, S. A. (2007). “A review of models for low impact urban stormwater drainage.” Environ. Modell. Software, 22(3), 394–405.
Ferguson, B. K. (2005). Porous pavements, CRC, Boca Raton, FL.
Lamera, C., Becciu, G., Rulli, M. C., and Rosso, R. (2014). “Green roofs effects on the urban water cycle components.” Procedia Eng., 70, 988–997.
Lee, J. H., and Bang, K. W. (2000). “Characterization of urban stormwater runoff.” Water Res., 34(6), 1773–1780.
Llopart-Mascaró, A., et al. (2014). “Storm tank against combined sewer overflow: Operation strategies to minimise discharges impact to receiving waters.” Urban Water J., 12(3), 219–228.
Maidment, D. R. (1993). Handbook of hydrology, McGraw-Hill, New York.
NYCDEP (New York City Department of Environmental Protection). (1973). “Design criteria and procedures for the preparation of drainage plans.” Environmental Protection Administration, Drainage Section of the Dept. of Water Resources, New York.
Ogden, C., van Es, H., and Schindelbeck, R. (1997). “Miniature rain simulator for field measurement of soil infiltration.” Soil Sci. Soc. Am. J., 61(4), 1041–1043.
Osuji, G. E., Okon, M. A., Chukwuma, M. C., and Nwarie, I. I. (2010). “Infiltration characteristics of soils under selected land use practices in Owerri, southeastern Nigeria.” World J. Agric. Sci., 6(3), 322–326.
Palla, A., Gnecco, I., and Lanza, L. G. (2011). “Non-dimensional design parameters and performance assessment of rainwater harvesting systems.” J. Hydrol., 401(1–2), 65–76.
Pratt, C. J. (1995). “A review of source control of urban stormwater runoff.” Water Environ. J., 9(2), 132–139.
SPSS version 22 [Computer software]. IBM, Armonk, NY.
van Es, H. M. (1993). “Evaluation of temporal, spatial, and tillage-induced variability for parameterization of soil infiltration.” Geoderma, 60(1), 187–199.
Van Hassel, J. H., Ney, J. J., and Garling, D. L., Jr. (1980). “Heavy metals in a stream ecosystem at sites near highways.” Trans. Am. Fish. Soc., 109(6), 636–643.
Whipple, W., DiLouie, J. M., and Pytlar, T. (1981). “Erosional potential of streams in urbanizing areas.” Water Resour. Bull., 17(1), 36–45.
Wolman, M. G. (1967). “A cycle of sedimentation and erosion in urban river channels.” Geografiska Annaler, Ser. A. Phys. Geogr., 49(2/4), 385–395.

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Go to Journal of Hydrologic Engineering
Journal of Hydrologic Engineering
Volume 21Issue 7July 2016

History

Received: May 11, 2015
Accepted: Dec 29, 2015
Published online: Mar 16, 2016
Published in print: Jul 1, 2016
Discussion open until: Aug 16, 2016

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Authors

Affiliations

Bita Alizadehtazi, S.M.ASCE
Ph.D. Candidate, Dept. of Civil, Architectural, and Environmental Engineering, Drexel Univ., 3141 Chestnut St., Philadelphia, PA 19104.
Kimberly DiGiovanni
Assistant Teaching Professor of Civil Engineering, Dept. of Engineering, Quinnipiac Univ., 275 Mount Carmel Ave., Hamden, CT 06518.
Romano Foti
Research Scientist, Dept. of Civil, Architectural, and Environmental Engineering, Drexel Univ., 3141 Chestnut St., Philadelphia, PA 19104.
Tatiana Morin
Stormwater Technician, New York City Soil and Water Conservation District, New York.
Nandan H. Shetty
Environmental Engineer, New York City Dept. of Parks and Recreation, New York.
Franco A. Montalto, A.M.ASCE [email protected]
Associate Professor, Dept. of Civil, Architectural, and Environmental Engineering, Drexel Univ., 3141 Chestnut St., Philadelphia, PA 19104 (corresponding author). E-mail: [email protected]
Patrick L. Gurian
Associate Professor, Dept. of Civil, Architectural, and Environmental Engineering, Drexel Univ., 3141 Chestnut St., Philadelphia, PA 19104.

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