TECHNICAL PAPERS
Nov 1, 2005

Evaluation and Optimization of Bioretention Media for Treatment of Urban Storm Water Runoff

Publication: Journal of Environmental Engineering
Volume 131, Issue 11

Abstract

Bioretention is a relatively new urban storm water best management practice. The objective of this study is to provide insight on media characteristics that control bioretention water management behavior. Eighteen bioretention columns and six existing bioretention facilities were evaluated employing synthetic runoff. In columns, the runoff infiltration rate through different media mixtures ranged from 0.28 to 8.15cmmin at a fixed 15 cm head. For pollutant removals, the results showed excellent removal for oil/grease (>96%) . Total lead removal (from 66 to >98% ) decreased when the total suspended solids level in the effluent increased (removed from 29 to >96% ). The removal efficiency of total phosphorus ranged widely (4–99%), apparently due to preferential flow patterns, and both nitrate and ammonium were moderate to poorly removed, with removals ranging from 1 to 43% and from 2 to 49%, respectively. Two more on-site experiments were conducted during a rainfall event to compare with laboratory investigation. For bioretention design, two media design profiles are proposed; >96%TSS , >96%OG , >98%lead , >70%TP , >9%nitrate , and >20%ammonium removals are expected with these designs

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Acknowledgment

This work was supported by the Cooperative Institute for Coastal and Estuarine Environmental Technology (CICEET).

References

APHA, AWWA, WPCF. (1995). Standard methods for the examination of water and wastewater, 19th Ed., Washington, D.C.
Arias, C. A., Bubba, M. D., and Brix, H. (2001). “Phosphorus removal by sands for use as media in subsurface flow constructed reed beds.” Water Res., 35(5), 1159–1168.
ASA and SSSA. (1983), Chemical mobility and reactivity in soil systems, Madison, Wis., 241–255.
Brady, N. C., and Weil, R. R. (2002). The nature and properties of soils, 13th Ed., Pearson Education Inc., Upper Saddle River, N.J.
Brejda, J. J. (1998). “Factor analysis of nutrient distribution patterns under shrub live-oak in two contrasting soils.” Soil Sci. Soc. Am. J., 62(3), 805.
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., Minami, C., and Winogradoff, D. (2003). “Water quality improvement through bioretention: Lead, copper, and zinc removal.” Water Environ. Res., 75(1), 73–82.
Harter, R. D. (1983). “Effect of soil pH on adsorption of lead, copper, zinc, and nickel.” Soil Sci. Soc. Am. J., 47(1), 47–51.
Hillel, D. (1998). Environmental soil physics, Academic, San Diego.
Hoffman, D., Rattner, B., Burton, G. A., Jr., and Cairns, J. (2002). Handbook of ecotoxicology, 2nd Ed., CRC-Lewis, Boca Raton, Fla.
Hunt, W. F., Jarrett, A. R., and Smith, J. T. (2002). “Optimizing bio-retention design to improve denitification in commercial site runoff.” ASAE Meeting Paper No. 022233, St. Joseph, Mich.
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.
Kung, K.-J. S., Steenhuis, T. S., Kladivko, E. J., Gish, T. J., Bubenzer, G., and Helling, C. S. (2000). “Impact of preferential flow on the transport of adsorbing and non-adsorbing tracers.” Soil Sci. Soc. Am. J., 64(4), 1290–1296.
Kunze, G. W., and Dixon, J. B. (1989). Pretreatment for mineralogical analysis, methods of soil analysis, Part 1—Physical and mineralogical methods, 2nd Ed., Agronomy Society of America and Soil Science of America, Madison, Wis., 91.
Lau, S. L., and Stenstrom, M. K. (1997). “Solid-phase extraction for oil and grease analysis.” Water Environ. Res., 69(3), 368–374.
Nagpal, N. K. (1985). “Long-term phosphorus sorption in a brunisol in response to dosed-effluent loading.” J. Environ. Qual., 14(2), 280–285.
Pell, M., and Nyberg, F. (1989). “Infiltration of wastewater in a newly started pilot sand-filter system: I. Reduction of organic matter and phosphorus.” J. Environ. Qual., 18(4), 451–457.
Pitt, R., Chen, S.-E., and Clark, S. (2002). “Compacted urban soils effects on infiltration and bioretention stormwater control designs.” Global Solutions for Urban Drainage, Proc., 9th Int. Urban Drainage Conf., Portland, Ore., (CD-ROM).
Pitt, R, Field, R., Lalor, M., and Brown, M. (1995). “Urban stormwater toxic pollutants: Assessment, sources, and treatability.” Water Environ. Res., 67(3), 260–275.
Samadi, A., and Gilkes, R. J. (1999). “Phosphorus transformations and their relationships with calcareous soil properties of southern Western Australia.” Soil Sci. Soc. Am. J., 63(4), 809–815.
Sansalone, J. J., and Buchberger, S. G. (1997). “Partitioning and first flush of metals in urban roadway storm water.” J. Environ. Eng., 123(2), 134–143.
Schueler, T. R., and Holland, H. K. (2000). The practice of watershed protection—Developments in sand filter technology to treat stormwater runoff, The Center for Watershed Protection, Ellicott City, Md., 47.
Sharpley, A. N., Menzel, R. G., Smith, S. J., Rhoades, E. D., and Olness, A. E. (1981). “The sorption of soluble phosphorus by soil material during transport in runoff from cropped and grassed watersheds.” J. Environ. Qual., 10(2), 211–215.
U.S. Environmental Protection Agency (US EPA). (1997). “Managing Urban Runoff.” EPA 841-F-96-004G, Washington, D.C.
Uusitalo, R., Yli-Halla, M., and Turtola, E. (2000). “Suspended soil as a source of potentially bioavailable phosphorus in surface runoff waters from clay soils.” Water Res., 34(9), 2477–2482.
Wang, F. L., and Alva, A. K. (2000). “Ammonium adsorption and desorption in sandy soils.” Soil Sci. Soc. Am. J., 64(5), 1669–1674.

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Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 131Issue 11November 2005
Pages: 1521 - 1531

History

Received: Sep 23, 2003
Accepted: Feb 3, 2005
Published online: Nov 1, 2005
Published in print: Nov 2005

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Authors

Affiliations

Chi-hsu Hsieh [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742. E-mail: [email protected]
Allen P. Davis [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Maryland, College Park, MD 20742. E-mail: [email protected]

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