Technical Papers
Nov 27, 2013

Effects of Runoff Characteristics and Filter Type on Geotextile Storm Water Treatment

Publication: Journal of Irrigation and Drainage Engineering
Volume 140, Issue 2

Abstract

Urban storm water runoff carries particulate matter and other pollutants to water bodies, causing environmental problems. Removing suspended solids from runoff through geotextile filtration is a storm water control measure currently under investigation, which could help lessen the negative impacts of storm water on aquatic ecosystems. In this study, three geotextiles were tested in a laboratory setup with influent suspensions having hydraulic loading rates, total suspended solids (TSS) concentration, and particle-size distributions similar to those reported for urban highway storm water runoff. The results indicated that after a short priming period, all three geotextiles can effectively remove suspended solids to below a target concentration of 30mg/L. The results also showed that influent hydraulic loading rate and TSS concentration have minimal effects on the total mass of solids captured by the filter, whereas particle-size distribution does affect the total mass of solids captured by the filters. The retention criteria for choosing the appropriate geotextile for storm water treatment established in recent literature were evaluated by using the laboratory results. The geotextiles and sand filters were directly compared by using the results of the laboratory column testing of sand filters performed for this study. The results indicate that a geotextile will outlast a sand filter in terms of total solids loading under similar conditions.

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, Virginia), Beacon Research, Inc. (Columbia, Maryland), the Maryland Industrial Partnerships (MIPS), 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, Beacon, I-95 Corridor Coalition, MIPS, the GI, or geosynthetic suppliers is not implied and should not be assumed.

References

AASHTO (2009). “Standard Specification for Sizes of Aggregate for Road and Bridge Construction.”, American Association of State Highway and Transportation Officials, Washington, DC.
ASTM (2013). “Standard Specification for Concrete Aggregates.”, ASTM International, West Conshohocken, PA.
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, S. Shukla, ed., Thomas Telford, London, 67–87.
Ayyub, B. M., and McCuen, R. H. (2003). Probability, statistics, and reliability for engineers and scientists, 2nd Ed., Chapman and Hall/CRC, Boca Raton, FL.
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.
Barrett, M. E. (2003). “Performance, cost, and maintenance requirements of Austin sand filters.” J. Water Resour. Plann. Manage., 234–242.
California Stormwater Quality Association (CASQA). (2003). California stormwater BMP handbook: New development and redevelopment, Menlo Park, CA 〈http://www.cabmphandbooks.com/Documents/Development/TC-40.pdf〉 (Aug. 1, 2012).
Coduto, D. P. (2011). Geotechnical engineering: Principles and practices, 2nd Ed., Prentice Hall, Upper Saddle River, NJ.
Davis, A. P. (2008). “Field performance of bioretention: Hydrology impacts.” J. Hydrol. Eng., 90–95.
Flint, K., and Davis, A. P. (2007). “Pollutant mass flushing characteristics of highway stormwater runoff from an ultra urban area.” J. Environ. Eng., 616–626.
Franks, C. A., Davis, A. P., and Aydilek, A. H. (2012). “Geosynthetic filters for water quality improvement of urban storm water runoff.” J. Environ. Eng., 1018–1028.
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 stormwater perlite filter.” Water Environ. Res., 80(6), 524–539.
Hallberg, M., and Renman, G. (2008). “Suspended solids concentration in highway runoff during summer conditions.” Polish J. Environ. Stud., 17(2), 237–241.
Kandasamy, J., Beecham, S., and Dunphy, A. (2008). “Stormwater sand filters in water-sensitive urban design.” Water Manage., 161(2), 55–64.
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.
Kreeb, L. B. (2003). Hydrologic efficiency and design sensitivity of bioretention facilities, Honors research, 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.
Li, H., and Davis, A. P. (2008). “Urban particle capture in bioretention media. I: Laboratory and field studies.” J. Environ. Eng., 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., 852–861.
Maryland State Archives (MSA). (2013). “Maryland at a glance.” 〈http://msa.maryland.gov/msa/mdmanual/01glance/html/weather.html〉 (Apr. 18, 2013).
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., 427–440.
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〉 (Apr. 18, 2003).
Taebi, A., and Droste, R. L. (2004). “First flush pollution load of urban stormwater runoff.” J. Environ. Eng., 301–309.

Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 140Issue 2February 2014

History

Received: Apr 22, 2013
Accepted: Oct 18, 2013
Published online: Nov 27, 2013
Published in print: Feb 1, 2014
Discussion open until: Apr 27, 2014

Permissions

Request permissions for this article.

Authors

Affiliations

Carmen A. Franks
M.ASCE
Civil Engineer, District Dept. of Transportation, 55 M St. SE Suite 400, Washington, DC 20003; formerly Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Maryland, 0147A Engineering Lab Building, College Park, MD 20742.
Allen P. Davis
F.ASCE
Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, 1151 Martin Hall, College Park, MD 20742.
Ahmet H. Aydilek [email protected]
M.ASCE
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, 1163 Martin Hall, College Park, MD 20742 (corresponding author). E-mail: [email protected]

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.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share