Review of Bioretention System Research and Design: Past, Present, and Future
Publication: Journal of Environmental Engineering
Volume 136, Issue 9
Abstract
This paper reviews the evolution of bioretention systems, a promising at-source storm-water best management practice. The introduction of bioretention systems in the 1990s by Prince George’s County, Md. is examined along with the motivations behind the development of the systems. A summary of the research findings on the performance of bioretention systems is provided including proposed design modifications to improve the field performance. Also included is an overview of past and current bioretention design guidelines in North America, as well as a discussion of issues surrounding the public adoption and implementation of bioretention systems. Potential alternative uses for the systems are highlighted and a review of bioretention modeling work is provided. Finally, the paper outlines research needs and anticipated future work necessary to bring about the widespread use of bioretention systems.
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Acknowledgments
The writers would like to acknowledge the financial support of the Natural Sciences and Engineering Research Council of Canada.NSERC
References
Atchison, D., and Severson, L. (2004). RECARGA user’s manual, version 2.3, Univ. of Wisconsin-Madison, Civil & Environmental Engineering Dept., Water Resources Group, Madison, Wis.
Atlanta Regional Commission. (2001). Georgia storm water management manual, Atlanta Regional Commission, Atlanta.
Barrett, M. E. (2005). “Performance comparison of structural storm water best management practices.” Water Environ. Res., 77(1), 78–86.
Blecken, G. T., Zinger, Y., Muthanna, T. M., Deletic, A., Fletcher, T. D., and Viklander, M. (2007). “The influence of temperature on nutrient treatment efficiency in storm water biofilter systems.” Water Sci. Technol., 56(10), 83–91.
Bratieres, K., Fletcher, T. D., Deletic, A., and Zinger, Y. (2008). “Nutrient and sediment removal by storm water biofilters: A large-scale design optimization study.” Water Res., 42(14), 3930–3940.
Carpenter, D. D., and Hallam, L. (2009). “Influence of planting soil mix characteristics on bioretention cell design and performance.” J. Hydrol. Eng., in press.
Champagne, P. (2008). “Wetlands.” Natural processes and systems for hazardous waste treatment, ASCE, Reston, Va., 189–256.
Clar, M., and Rushton, B. (2002). “Low impact development (LID) case studies.” Proc., Engineering Foundation Conf. on Linking Storm Water BMP Designs and Performance to Receive Water Impact Mitigation, ASCE, Reston, Va., 484–488.
Coffman, L., Green, R., Clar, M., and Bitter, S. (1993a). “Design considerations associated with bioretention practices.” Proc., 20th Anniversary Conf. on Water Management in the '90s, ASCE, Reston, Va., 130–133.
Coffman, L., Green, R., Clar, M., and Bitter, S. (1993b). “Development of bioretention practices for storm-water management.” Proc., 20th Anniversary Conf. on Water Management in the '90s, ASCE, Reston, Va., 126–129.
Cosgrove, J. F. J., and Bergstrom, J. D. (2004). “Design and construction of biofiltration basins: Lessons learned.” Proc., 2003 World Water and Environmental Resources Congress, ASCE, Reston, Va., 323.
Davis, A. P. (2007). “Field performance of bioretention: Water quality.” Environ. Eng. Sci., 24(8), 1048–1064.
Davis, A. P. (2008). “Field performance of bioretention: Hydrology impacts.” J. Hydrol. Eng., 13(2), 90–95.
Davis, A. P., Shokouhian, M., Sharma, H., and Minami, C. (2001). “Laboratory study of biological retention for urban storm water 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.
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.
Debo, T. N., and Reese, A. J. (2003). Municipal storm water management, Lewis, Boca Raton, Fla.
Delaware Department of Natural Resources and Environmental Control. (2005). Green technology: The Delaware urban runoff management approach, Delaware Dept. of Natural Resources and Environmental Control, Div. of Soil and Water Conservation, Dover, Del.
DiBlasi, C. J., Li, H., Davis, A. P., and Ghosh, U. (2009). “Removal and fate of polycyclic aromatic hydrocarbon pollutants in an urban storm water bioretention facility.” Environ. Sci. Technol., 43(2), 494–502.
Dietz, M. E., and Clausen, J. C. (2005). “A field evaluation of rain garden flow and pollutant treatment.” Water, Air, Soil Pollut., 167(1–4), 123–138.
Dietz, M. E., and Clausen, J. C. (2006). “Saturation to improve pollutant retention in a rain garden.” Environ. Sci. Technol., 40(4), 1335–1340.
Duke, L. D., Lo, T. S., and Turner, M. W. (1999). “Chemical constituents in storm flow vs dry weather discharges in California storm water conveyances.” J. Am. Water Resour. Assoc., 35(4), 821–836.
Dussaillant, A. R., Cozzetto, K., Brander, K., and Potter, K. W. (2003). “Green-Ampt model of a rain garden and comparison to Richard’s equation model.” Sustainable planning and development, the sustainable world, WIT, Southampton, SO, U.K., 891–900.
Dussaillant, A. R., Wu, C. H., and Potter, K. W. (2004). “Richard’s equation model of a rain garden.” J. Hydrol. Eng., 9(3), 219–225.
Endreny, T., and Collins, V. (2009). “Implications of bioretention basin spatial arrangements on storm water recharge and groundwater mounding.” Ecol. Eng., 35(5), 670–677.
Federal Interagency Stream Restoration Working Group. (2001). “Stream corridor restoration: Principles, processes, and practices.” Rep. No. Part 653 of the National Engineering Handbook, U.S. Dept. of Agriculture, Natural Resources Conservation Service, Washington, D.C.
Glass, C., and Bissouma, S. (2005). “Evaluation of a parking lot bioretention cell for removal of storm water pollutants.” Ecosystems and sustainable development V, WIT, Southampton, U.K., 699–708.
Hatt, B. E., Deletic, A., and Fletcher, T. D. (2007a). “Storm water reuse: Designing biofiltration systems for reliable treatment.” Water Sci. Technol., 55(4), 201–209.
Hatt, B. E., Fletcher, T. D., and Deletic, A. (2007b). “Hydraulic and pollutant removal performance of storm water filters under variable wetting and drying regimes.” Water Sci. Technol., 56(12), 11–19.
He, Z., and Davis, A. P. (2009). “Unit process modeling of storm-water flow and pollutant sorption in a bioretention cell.” Proc., 2009 World Environmental and Water Resources Congress, ASCE, Reston, Va., 1622–1630.
Heasom, W., Traver, R. G., and Welker, A. (2006). “Hydrologic modeling of a bioinfiltration best management practice.” J. Am. Water Resour. Assoc., 42(5), 1329–1347.
Henderson, C., Greenway, M., and Phillips, I. (2007). “Removal of dissolved nitrogen, phosphorus and carbon from storm water by biofiltration mesocosms.” Water Sci. Technol., 55(4), 183–191.
Hong, E., Seagren, E. A., and Davis, A. P. (2006). “Sustainable oil and grease removal from synthetic storm water runoff using bench-scale bioretention studies.” Water Environ. Res., 78(2), 141–155.
Hood, M. J., Clausen, J. C., and Warner, G. S. (2007). “Comparison of storm water lag times for low impact and traditional residential development.” J. Am. Water Resour. Assoc., 43(4), 1036–1046.
Howarth, R. W., and Marino, R. (2006). “Nitrogen as the limiting nutrient for eutrophication in coastal marine ecosystems: Evolving views over three decades.” Limnol. Oceanogr., 51(1), 364–376.
Hsieh, C., and Davis, A. P. (2005a). “Multiple-event study of bioretention for treatment of urban storm water runoff.” Water Sci. Technol., 51(3–4), 177–181.
Hsieh, C., and Davis, A. P. (2005b). “Evaluation and optimization of bioretention media for treatment of urban storm-water runoff.” J. Environ. Eng., 131(11), 1521–1531.
Hsieh, C., Davis, A. P., and Needelman, B. A. (2007a). “Nitrogen removal from urban storm water runoff through layered bioretention columns.” Water Environ. Res., 79(12), 2404–2411.
Hsieh, C., Davis, A. P., and Needelman, B. A. (2007b). “Bioretention column studies of phosphorus removal from urban storm water runoff.” Water Environ. Res., 79(2), 177–184.
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, N.C.” J. Environ. Eng., 134(5), 403–408.
Idaho Department of Environmental Quality. (2005). Catalog of storm water best management practices for Idaho cities and counties, Idaho Dept. of Environmental Quality, Water Quality Div., Boise, Id.
Jones, M., and Hunt, W. F. (2008). “Effect of bioretention on runoff temperature in trout sensitive regions.” Proc., 2008 Int. Low Impact Development Conf., ASCE, Reston, Va., 80.
Kim, H., Seagren, E. A., and Davis, A. P. (2003). “Engineered bioretention for removal of nitrate from storm water runoff.” Water Environ. Res., 75(4), 355–367.
Le Coustumer, S., Fletcher, T. D., Deletic, A., and Barraud, S. (2007). “Hydraulic performance of biofilters for storm water management: First lessons from both laboratory and field studies.” Water Sci. Technol., 56(10), 93–100.
Li, H., and Davis, A. P. (2008a). “Heavy metal capture and accumulation in bioretention media.” Environ. Sci. Technol., 42(14), 5247–5253.
Li, H., and Davis, A. P. (2008b). “Urban particle capture in bioretention media. I: Laboratory and field studies.” J. Environ. Eng., 134(6), 409–418.
Li, H., and Davis, A. P. (2008c). “Urban particle capture in bioretention media. II: Theory and model development.” J. Environ. Eng., 134(6), 419–432.
Li, H., Sharkey, L. J., Hunt, W. F., and Davis, A. P. (2009). “Mitigation of impervious surface hydrology using bioretention in North Carolina and Maryland.” J. Hydrol. Eng., 14(4), 407–415.
Lucas, W. C. (2009). “Design of integrated bioinfiltration-detention urban retrofits with continuous simulation methods.” Proc., 2009 World Environmental and Water Resources Congress, ASCE, Reston, Va., 5.
Maryland Department of the Environment. (2000). Maryland storm water design manual, Maryland Dept. of the Environment, Baltimore.
McPherson, T. N., Burian, S. J., Turin, H. J., Stenstrom, M. K., and Suffet, I. H. (2002). “Comparison of the pollutant loads in dry and wet weather runoff in a southern California urban watershed.” Water Sci. Technol., 45(9), 255–261.
Metzger, M. (2004). “Managing mosquitoes in storm water treatment devices.” Rep. No. 8125, Univ. of California, Div. of Agriculture and Natural Resources, Oakland, Calif.
Metzger, M. E., Myers, C. M., Kluh, S., Wekesa, J. W., Hu, R., and Kramer, V. L. (2008). “An assessment of mosquito production and nonchemical control measures in structural storm water best management practices in Southern California.” J. Am. Mosq. Control Assoc., 24(1), 70–81.
Morzaria-Luna, H. N., Schaepe, K. S., Cutforth, L. B., and Veltman, R. L. (2004). “Implementation of bioretention systems: A Wisconsin case study.” J. Am. Water Resour. Assoc., 40(4), 1053–1061.
Muthanna, T. M., Viklander, M., Blecken, G., and Thorolfsson, S. T. (2007a). “Snowmelt pollutant removal in bioretention areas.” Water Res., 41(18), 4061–4072.
Muthanna, T. M., Viklander, M., Gjesdahl, N., and Thorolfsson, S. T. (2007b). “Heavy metal removal in cold climate bioretention.” Water, Air, Soil Pollut., 183(1–4), 391–402.
Muthanna, T. M., Viklander, M., and Thorolfsson, T. T. (2007c). “An evaluation of applying existing bioretention sizing methods to cold climates with snow storage conditions.” Water Sci. Technol., 56(10), 73–81.
National Research Council. (2009). Urban storm water management in the United States, The National Academies, Washington, D.C.
Natural Resources Defense Council (NRDC). (1999). Low impact development, NRDC, New York.
New York Department of Environmental Conservation. (2008). New York State storm water management design manual, New York State, Dept. of Environmental Conservation, Albany, N.Y.
North Carolina Department of Environment and Natural Resources. (2007). Storm water best management practices, North Carolina Dept. of Environment and Natural Resources, Div. of Water Quality, Water Quality Section, Raleigh, N.C.
Ontario Ministry of the Environment. (2003). Storm water management planning and design manual, Ontario Ministry of the Environment, Toronto.
Patwardhan, A. S., Hare, J. T., Jobes, T., and Medina, D. (2005). “Analyzing potential benefits of low impact development in reducing combined sewers overflows.” Proc., 2005 World Water and Environmental Resources Congress, ASCE, Reston, Va., 156.
Poresky, A. L., and Palhegyi, G. E. (2008). “Design and modeling of bioretention for hydromodification control: An assessment of alternative model representations.” Proc., 2008 Int. Low Impact Development Conf., ASCE, Reston, Va., 4.
Prince George’s County. (1993). Design manual for use of bioretention in storm water management, PGC, Maryland, Dept. of Environmental Protection, Watershed Protection Branch, Landover, Md.
Prince George’s County (PGC). (2007). Bioretention manual, PGC, Maryland, Dept. of Environmental Resources, Environmental Services Div., Landover, Md.
Read, J., Wevill, T., Fletcher, T., and Deletic, A. (2008). “Variation among plant species in pollutant removal from storm water in biofiltration systems.” Water Res., 42(4–5), 893–902.
Rusciano, G. M., and Obropta, C. C. (2007). “Bioretention column study: Fecal coliform and total suspended solids reductions.” Trans. ASABE, 50(4), 1261–1269.
Russ, T. H. (2000). Redeveloping brownfields: Landscape architects, planners, developers, McGraw-Hill, New York.
Schondorf, T., and Herrmann, R. (1987). “Transport and chemodynamics of organic micropollutants and ions during snowmelt.” Nord. Hydrol., 18(4–5), 259–278.
Soil Conservation Service (SCS). (1969). Hydrology—SCS national engineering handbook, U.S. Dept. of Agriculture, Washington, D.C.
Stevenson, F. J., and Cole, M. A. (1999). Cycles of soils: Carbon, nitrogen, phosphorus, sulfur, micronutrients, Wiley, New York.
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.
Sun, X., and Davis, A. P. (2007). “Heavy metal fates in laboratory bioretention systems.” Chemosphere, 66(9), 1601–1609.
T.E. Scott & Associates, Inc. (2008). “Sizing methods—Results comparison.” ⟨http://www.bioretention.com/sizing_methods.htm⟩ (Aug. 5, 2008).
Toronto and Region Conservation Authority. (2008). Performance evaluation of permeable pavement and a bioretention swale—Seneca College, King City, Ontario, Toronto and Region Conservation Authority, Toronto.
Tyagi, A., Chongtoua, B., Medina, D., Patwardhan, A., and Slater, C. (2008). “Management of dry weather flows in semiarid climates using low impact development technology.” Proc., 2008 World Environmental and Water Resources Congress, ASCE, Reston, Va., 27.
United States Environmental Protection Agency (USEPA). (2004). “The use of best management practices (BMPs) in urban watersheds.” Rep. No. EPA/600/R-04/184, USEPA, Office of Research and Development, Washington, D.C.
USEPA. (1999a). “Preliminary data summary of urban storm water best management practices.” Rep. No. EPA-821-R-99-012, USEPA, Office of Water, Washington, D.C.
USEPA. (1999b). “Storm water technology fact sheet: Bioretention.” Rep. No. EPA 832-F-99-012, USEPA, Office of Water, Washington, D.C.
USEPA. (2003). “National primary drinking water standards.” Rep. No. EPA-816-F-03-016, USEPA, Office of Water, Washington, D.C.
Vermont Agency of Natural Resources. (2002). The Vermont storm water management manual, Vermont Agency of Natural Resources, Dept. of Environmental Conservation, Water Quality Div., Waterbury, Vt.
Virginia Department of Conservation and Recreation. (1999). Virginia storm water management handbook, Virginia Dept. of Conservation and Recreation, Div. of Soil and Water Conservation, Richmond, Va.
WDNR. (2004). Technical note for sizing infiltration basins and bioretention devices to meet state of Wisconsin storm water infiltration performance standards, Wisconsin Dept. of Natural Resources, Madison, Wis.
Weinstein, N., and Jones, P. (2005). “Low impact development (LID) retrofit strategies for CSO controls.” Proc., 2005 World Water and Environmental Resources Congress, ASCE, Reston, Va., 202.
Wisconsin Department of Natural Resources (WDNR). (2006). “Bioretention for infiltration.” Rep. No. 1004, Wisconsin Dept. of Natural Resources, Madison, Wis.
Woodward, M., Hunt, W. F., and Hartup, W. (2008). “Lessons learned: The North Carolina backyard rain garden program.” Proc., 2008 Int. Low Impact Development Conf., ASCE, Reston, Va., 104.
Zhang, W., Brown, G. O., Storm, D. E., and Zhang, H. (2008). “Fly-ash-amended sand as filter media in bioretention cells to improve phosphorus removal.” Water Environ. Res., 80(6), 507–516.
Zhen, J., Shoemaker, L., Riverson, J., Alvi, K., and Cheng, M. (2006). “BMP analysis system for watershed-based storm water management.” J. Environ. Sci. Health, Part A: Toxic/Hazard. Subst. Environ. Eng., 41(7), 1391–1403.
Zimmer, C. A., Heathcote, I. W., Whiteley, H. R., and Schroeter, H. (2007). “Low-impact-development practices for storm water: Implications for urban hydrology.” Can. Water Resour. J., 32(3), 193–212.
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Information
Published In
Journal of Environmental Engineering
Volume 136 • Issue 9 • September 2010
Pages: 878 - 889
Copyright
© 2010 ASCE.
History
Received: Oct 15, 2008
Accepted: Jan 17, 2010
Published online: Jan 28, 2010
Published in print: Sep 2010
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