Geosynthetic Filters for Water Quality Improvement of Urban Storm Water Runoff
Publication: Journal of Environmental Engineering
Volume 138, Issue 10
Abstract
Suspended solids in highway storm water runoff create a wide range of water quality problems; their removal lessens the deleterious impact of storm water runoff on aquatic ecosystems. In this study, three geotextiles were tested in a laboratory setup with influent suspensions having a hydraulic loading rate, total suspended solids (TSS) concentration, and particle size distribution similar to those reported for urban highway storm water runoff. Results indicated that after a short ripening period, a geotextile with an apparent opening size of 150 μm can effectively remove suspended solids to below a target concentration of . The results also showed that the change in hydraulic conductivity of the geotextile filter system can be related to suspended solids captured via a power function, which may be used to predict the flow rate through the filter during its life span. New retention criteria specifically for storm water filtration are introduced for geotextiles.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
This study was funded by Tate, Inc. (Alexandria, VA), the University of Maryland I-95 Corridor Coalition, and the Geosynthetic Institute (GI) at Drexel University. The conclusions in this report are solely those of the authors, and endorsement by Tate, I-95 Corridor Coalition, the GI, or geosynthetic suppliers is not implied and should not be assumed.
References
American Water Works Association (AWWA). (1999). Water quality and treatment, 5th Ed., McGraw-Hill, New York.
Aydilek, A. H. (2011). “Filters and drains.” Chapter 3, Handbook of geosynthetic engineering, Shukla, S.ed., ICE Publishing, London, 67–87.
Aydilek, A. H., D’Hondt, D., and Holtz, R. D. (2007). “Comparative evaluation of geotextile pore sizes using bubble point test and image analysis.” Geotech. Test. J., 30(3), 1–9.
Barrett, M. E. (2003). “Performance, cost, and maintenance requirements of austin sand filters.” J. Water Resour. Plann. Manage., 129(3), 234–242.
Barrett, M., Kearfott, P., and Malina, J. (2006). “Stormwater quality benefits of a porous friction course and its effect on pollutant removal by roadside shoulders.” Water Environ. Res., 78(11), 2177–2185.
Brusseau, M. L., McColl, C. M., Famisan, G., and Artiola, J. F. (2006). “Chemical contaminants.” Chapter 10, Environmental and pollution science, 2nd Ed., Pepper, I. L., Gerba, C. P., and Brusseau, M. L., eds., Elsevier Inc., Burlington, MA, 132–143.
Clark, S. E., and Pitt, R. (2009). “Solids removal in storm-water filters modeled using a power equation.” J. Environ. Eng., 135(9), 896–899.
Eaton, A. D., Clesceri, L. S., and Greenburg, A. E. (1995). Standard methods for the examination of water and wastewater, 19th Ed., American Public Health Association, Washington, DC.
Faure, Y. H., Baudoin, A., Pierson, P., and Ple, O. (2005). “A contribution for predicting geotextile clogging during filtration of suspended solids.” Geotext. Geomembr., 24, 11–20.
Fischer, G. R., Christopher, B. R., and Holtz, R. D. (1990). “Filter criteria based on pore size distribution.” Proc., Fourth Int. Conf. on Geotextiles, Geomembranes and Related Products, Routledge, New York, 1, 289–294.
Flint, K., and Davis, A. P. (2007). “Pollutant mass flushing characteristics of highway stormwater runoff from an ultra urban area.” J. Environ. Eng., 133(6), 616–626.
Furumai, H., Balmer, H., and Boller, M. (2002). “Dynamic behavior of suspended pollutants and particle size distribution in highway runoff.” Water Sci. Technol., 46(11–12), 413–418.
Gironas, J., Adriasola, J. M., and Fernandez, B. (2008). “Experimental analysis and modeling of a storm water perlite filter.” Water Environ. Res., 80(6), 524–539.
Giroud, J. P. (1982). “Filter criteria for geotextiles.”Proc., Second Int. Conf. on Geotextiles, Industrial Fabrics Association International, Roseville, MN, 103–108.
Hallberg, M., and Renman, G. (2008). “Suspended solids concentration in highway runoff during summer conditions.” Pol. J. Environ. Stud., 17(2), 237–241.
Holtz, R. D., Christopher, B. R., and Berg, R. R. (1998). “Geosynthetic design and construction guidelines-participant notebook.”, U.S. Federal Highway Administration, McLean, VA.
Kim, J.-K., and Sansalone, A. H. (2008). “Event-based size distributions of particulate matter transported during urban rainfall-runoff events.” Water Res., 42(10–11), 2756–2768.
Koerner, R. M. (2005). Designing with geosynthetics, 5th Ed., Pearson Prentice Hall, Englewood Cliffs, NJ.
Korkut, E. N., Martin, J. P., and Yaman, C. (2006). “Wastewater treatment with biomass attached to porous geotextile baffles.” J. Environ. Eng., 132(2), 284–288.
Kreeb, L. B. (2003). “Hydrologic efficiency and design sensitivity of bioretention facilities.” Honors Research thesis, Univ. of Maryland, College Park, MD.
Kutay, M. E., and Aydilek, A. H. (2004). “Retention performance of geotextile containers confining geomaterials.” Geosynth. Int., 11(2), 100–113.
Kutay, M. E., and Aydilek, A. H. (2005). “Filtration performance of two-layer geotextile systems.” Geotech. Test. J., 28(1), 1–13.
Le Coq, L. (1996). “Mise en oeuvre et modélisation de médias filtrants à base de fibres minérales pour le filtration des huiles en avionique.” Thèse de Doctorat de l’Institut national polytechnique de Grenoble, Ecole Française de Papeterie et Industries Graphiques de Grenoble, 280 (in French).
Li, H., and Davis, A. P. (2008). “Urban particle capture in bioretention media I: Laboratory and field studies.” J. Environ. Eng., 134(6), 409–418.
Li, Y., Lau, S.-L., Kayhanian, M., and Stenstrom, M. (2006). “Dynamic characteristics of particle size distribution in highway runoff: Implications for settling tank design.” J. Environ. Eng., 132(8), 852–861.
Liu, D., Sansalone, J. J., and Cartledge, F. K. (2005). “Comparison of sorptive filter media for treatment of metals in runoff.” J. Environ. Eng., 131(8), 1178–1186.
Mao, N., Otani, Y., Yao, Y., and Kanaoka, C. (2006). “Modeling the filtration process with a flat-type fabric filter.” Adv. Powder Technol., 17(3), 237–256.
Millar, P. J., Ho, K. W., and Turnbull, H. R. (1980). “A study of filter geotextiles for geotechnical applications in New Zealand.”, Ministry of Works and Development, Central Laboratories, Wellington, New Zealand.
Ogink, H. J. M. (1975). “Investigations on the hydraulic characteristics of synthetic geotextiles.”, Delft Hydraulics Laboratory, Delft, The Netherlands.
Rankilor, P. R. (1981). Membranes in ground engineering, Wiley, New York, 377.
Sansalone, J. J., Hird, J. P., Cartledge, F. K., and Tittlebaum, M. E. (2005). “Event-based stormwater quality and quantity loadings from elevated urban infrastructure affected by transportation.” Water Environ. Res., 77(4), 348–365.
Sansalone, J. J., Koran, J. M., Smithson, J. A., and Buchberger, S. G. (1998). “Physical characteristics of urban roadway solids transported during rain events.” J. Environ. Eng., 124(5), 427–440.
Schober, W., and Teindl, H. (1979). “Filter criteria for geotextiles.” Proc., 7th European Conf. on Soil Mechanics and Foundation Engineering, Routledge, New York, 2, 121–129.
Siriwardene, N. R., Deletic, A., and Fletcher, T. D. (2007). “Clogging of stormwater gravel infiltration systems and filters: Insights from a laboratory study.” Water Res., 41(7), 1433–1440.
Southeast Michigan Council of Governments (SEMCOG). (2008). “Low impact development manual for Michigan: A design guide for implementors and reviewers.” 〈http://library.semcog.org/InmagicGenie/DocumentFolder/LIDManualWeb.pdf〉 (Jan. 10, 2010).
Strecker, E. W., Quigley, M. M., Urbonas, B. R., Jones, J. E., and Clary, J. K. (2001). “Determining urban storm water BMP effectiveness.” J. Water Res. Plann. and Manage., 127(3), 144–149.
Taebi, A., and Droste, R. L. (2004). “First flush pollution load of urban stormwater runoff.” J. Environ. Eng., 3(4), 301–309.
Urbonas, B. R. (1999). “Design of a sand filter for stormwater quality enhancement.” Water Environ. Res., 71(1), 102–113.
Information & Authors
Information
Published In
Copyright
© 2012 American Society of Civil Engineers.
History
Received: Oct 19, 2011
Accepted: Mar 2, 2012
Published online: Sep 14, 2012
Published in print: Oct 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.