Field Study of the Ability of Two Grassed Bioretention Cells to Reduce Storm-Water Runoff Pollution
Publication: Journal of Irrigation and Drainage Engineering
Volume 135, Issue 4
Abstract
Two grassed bioretention cells including internal storage zones (ISZs) were monitored for in central North Carolina. Each cell had a surface area of and fill media depths were 0.75 and for the north (North) and the south (South) cells, respectively. Asphalt parking lot inflow and outflows were analyzed for nitrogen and phosphorus forms and fecal coliform (FC). Outflow volumes and peak flows for individual storms were generally less than those of inflow. Overall, except for , effluent nitrogen species event mean concentrations (EMCs) and loads were significantly lower than those of the inflow, and nitrogen species load reductions ranged from 47 to 88%. Apart from fall and winter, during which a longer hydraulic contact time seemed to be needed, the ISZs appeared to improve denitrification. Total phosphorus (TP) and EMCs were significantly lower than those of the inlet. Reductions were 58% (South) and 63% (North) for TP and 78% (North) and 74% (South) for . There was no significant difference in TP and loads between the inlet and the two outlets. Moreover, effluent concentrations for both phosphorus species were low, relative to other studies. The best nutrient EMC and load reductions occurred during the warm and humid seasons. When considering effluent concentrations in addition to removal rates, the grassed cells showed promising results for FC and nutrient pollution abatement when compared to conventionally vegetated bioretention (trees, shrubs, and mulch) previously studied in North Carolina.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The writers thank the Piedmont Triad Council of Governments (Carol Patrick and Paula Sloneker) and the North Carolina Department of Environment and Natural Resources (Bradley Benneth and Ken Pickle) for their support of the research. Graham High School and the City of Graham (Donell Braxton) were very helpful in allowing the construction of the field site. We also acknowledge Mitch Woodward and Bill Lord of the North Carolina Cooperative Extension Service for their help and guidance during the field site construction process. Thanks also go to Shawn Kennedy and Brandon Culberson for meticulous sample collection, equipment installation, and maintenance.
References
American Public Health Association, American Water Works Association, and Water Environment Federation (APHA, AWWA, and WEF). (1998). Standard methods for the examination of water and wastewater, 20th Ed., American Public Health Association, Alexandria, Va.
Barrett, M. E. (2003). “Performance, cost, and maintenance requirements of Austin sand filters.” J. Water Resour. Plann. Manage., 129(3), 234–242.
Birch, G. F., Fazeli, M. S., and Matthai, C. (2005). “Efficiency of an infiltration basin in removing contaminants from urban stormwater.” Environ. Monit. Assess., 101, 23–38.
Birch, G. F., Matthai, C., and Fazeli, M. S. (2006). “Efficiency of a retention/detention basin to remove contaminants from urban stormwater.” Urban Water J., 3(2), 69–77.
Davis, A. P., Shokouhian, M., Sharma, H., and Minami, C. (2001). “Laboratory study of biological retention for urban stormwater management.” Water Environ. Res., 73(1), 5–14.
Davis, A. P., Shokouhian, M., Sharma, H., and Minami, C. (2006). “Water quality improvement through bioretention media: Nitrogen and phosphorus removal.” Water Environ. Res., 78(3), 284–293.
Dietz, M. B., and Clausen, J. C. (2005). “A field evaluation of rain garden flow and pollutant treatment.” Water, Air, Soil Pollut., 167, 123–138.
Dietz, M. B., and Clausen, J. C. (2006). “Saturation to improve pollutant retention in a rain garden.” Environ. Sci. Technol., 40, 1335–1340.
GeoSyntec Consultants and Wright Water Engineers Inc. (2006). “Analysis of treatment system performance: International stormwater best management practices (MP) database [1995–2005].” ⟨http://www.bmpdatabase.org/⟩ (May 22, 2007).
Harrison, R. B., et al. (2000). “Treatment of specific effluent for fecal coliform and nitrogen in coarse-textured soils: Use of soil-only and sand filter systems.” Water, Air, Soil Pollut., 124, 205–215.
Hsieh, C., and Davis, A. P. (2005). “Evaluation and optimization of bioretention media for treatment of urban storm water runoff.” J. Environ. Eng., 131(11), 1521–1531.
Hunt, W. F., Jarrett, A. R., Smith, J. T., and Sharkey, L. J. (2006). “Evaluating bioretention hydrology and nutrient removal at three field sites in North Carolina.” J. Irrig. Drain. Eng., 132(6), 600–608.
Hunt, W. F., Smith, J. T., Jadlocki, S. J., Hathaway, J. M., and Eubanks, P. R. (2008). “Pollutant removal and peak flow mitigation by a bioretention cell in urban Charlotte, NC.” J. Environ. Eng., 134(5), 403–408.
Kim, H., Seagren, E. A., and Davis, A. P. (2003). “Engineered bioretention for removal of nitrate from stormwater runoff.” Water Environ. Res., 75(4), 355–367.
Lim, K. J., Engel, B. A., Muthukrishnan, S., and Harbor, J. (2006). “Effects of initial abstraction and urbanization on estimated runoff using CN technology.” J. Am. Water Resour. Assoc., 42(3), 629–643.
Mishra, S. K., and Singh, V. P. (2003). “Soil Conservation Service Curve Number (SCS-CN) Methodology.” Water science and technology library, Kluwer Academic, Boston, 42, Chap. 2.
Passeport, E., and Hunt, W. F. (2009). “Asphalt parking lot runoff nutrient characterization for eight sites in North Carolina, USA.” J. Hydrol. Eng., 14(4), 352–361.
Paul, M. J., and Meyer, J. L. (2001). “Streams in the urban landscape.” Annu. Rev. Ecol. Syst., 32(1), 333–365.
Sharkey, L. J. (2006). “The performance of bioretention areas in North Carolina: A study of water quality, water quantity, and soil media.” MS thesis, Dept. of Biological and Agricultural Engineering, North Carolina State Univ., Raleigh, N.C.
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 Resour. Plann. Manage., 127(3), 144–149.
USEPA. (1993). “Methods for determination of inorganic substances in environmental samples.” Rep. No. EPA/600/R-93/100, Office of Research and Development, Washington, D.C.
USEPA. (2000). “Storm water Phase II final rule: Small MS4 storm water program review. Fact sheet 2.0.” Rep. No. 883-F-00-002, Washington, D.C.
USEPA. (2006). “Basic information on the beach standards, monitoring and notification.” ⟨http://www.epa.gov/waterscience/beaches/about.html⟩ (May 16, 2006).
Woodward, D. E., Hawkins, R. H., Jiang, R., Hjelmfelt Jr., A. T., Van Mullem, J. A., and Quan, Q. D. (2003). “Runoff curve number method: Examination of the initial abstraction ratio.” Proc., World Water and Environmental Resources Congress 2003 and Related Symp., Environmental and Water Resources Institute (EWRI) of the American Society of Civil Engineers, Reston, Va.
Information & Authors
Information
Published In
Copyright
© 2009 ASCE.
History
Received: May 8, 2008
Accepted: Oct 23, 2008
Published online: Jan 27, 2009
Published in print: Aug 2009
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.