Case Studies
Mar 11, 2015

Green Infrastructure for Highway Stormwater Management: Field Investigation for Future Design, Maintenance, and Management Needs

Publication: Journal of Infrastructure Systems
Volume 21, Issue 4

Abstract

Many types of structural stormwater best management practice (BMP) have been employed since the late 1990s in the hope of mitigating the impervious surface hydrology (indicated by, e.g., high runoff volume and peak flow rates, sewer and ditch runoff conveyance, and short time to peak flow) and deteriorating water quality due to land development and human activities. It is time to examine the status of the BMP deployment from an infrastructure perspective and reflect the best strategies for low-impact development (LID). This paper presents a 22-month field investigation for 279 structural BMPs and 227 major outfalls (defined as storm drain outfall pipes with an equivalent diameter of 91 cm or larger) along highways in Prince George’s County, Maryland, an area that has LID BMP research and employment history for decades. This study offers a snapshot about the state and effectiveness of structural BMPs in mitigating highway runoff in this region. The results indicate that the majority of structural BMPs deployed along the regional highway system are infiltration trenches and stormwater ponds, both of which need extensive maintenance. Due to safety concerns for traveling vehicles, fast runoff conveyance and end-of-pipe treatment are sometimes required in highway systems, prompting challenges for the LID designs. Stormwater discharged from 51% of the major outfalls is not treated, indicating strong demands for stormwater green infrastructure expansion and retrofit. This paper identifies general problems and maintenance needs of different highway structural BMP designs as well as providing recommendations for improvement to engineers and highway administrators.

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Acknowledgments

The author wishes to thank MdSHA, Prince George’s County, Karen Coffman, Paul Clement, Jeremy Koser, Gui Figueiredo, David Adams, Dominic Cilento, Mark Butterfield, Tom Amos, Andrew Birmingham, Netsanet Hailu, Clyde Munz, Wayne Butcher, and Susan Hubbard for their support.

References

Ahiablame, L. M., Engel, B. A., and Chaubey, I. (2012). “Effectiveness of low impact development practices: Literature review and suggestions for future research.” Water. Air. Soil. Pollut., 223(7), 4253–4273.
Cheng, M.-S, Zhen, J. X., and Shoemaker, L. (2009). “BMP decision support system for evaluating stormwater management alternatives.” Front. Environ. Sci. Eng. China, 3(4), 453–463.
CWP (Center for Watershed Protection). (2011). “Virginia runoff reduction method instructions and documentation (March 28, 2011).” Ellicott City, MD, 〈http://leg5.state.va.us/reg_agent/frmView.aspx?Viewid=13631000587∼1&typ=40&actno=000587&mime=application/pdf〉 (Sep. 20, 2013).
Davis, A. P. (2005). “Green engineering principles promote low impact development.” Environ. Sci. Technol., 39(16), 338A–344A.
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.
Davis, A. P., Stagge, J. H., Jamil, E., and Kim, H. (2012). “Hydraulic performance of grass swales for managing highway runoff.” Wat. Res., 46(20), 6775–6786.
DDOE (District Dept. of the Environment). (2013). “Stormwater management guidebook.” Center for Watershed Protection, Washington, DC.
Fletcher, T. D., et al. (2014). “SUDS, LID, BMPs, WSUD and more—The evolution and application of terminology surrounding urban drainage.” Urban Water J., in press.
Flint, K. R., and Davis, A. P. (2007). “Pollutant mass flushing characterization of highway stormwater runoff from an ultra-urban area.” J. Environ. Eng., 616–626.
Hatt, B. E., Fletcher, T. D., and Deletic, A. (2008). “Hydrologic and pollutant removal performance of stormwater biofiltration systems at the field scale.” J. Hydrol., 365(3–4), 310–321.
Hipp, J. A., Ogunseitan, O., Lejano, R., and Smith, C. S. (2006). “Optimization of stormwater filtration at the urban/watershed interface.” Environ. Sci. Technol., 40(15), 4794–4801.
Hunt, W. F., Line, D. E., McLaughlin, R. A., Rajbhandari, N. B., and Sheffield, R. E. (2001). “Designing level spreaders to treat stormwater runoff.” Stormwater BMP Academy, North Carolina State Univ., Raleigh, NC, 〈http://www.aces.edu/waterquality/streams/Bill’s%20Handouts/LSworksheet.pdf〉 (Apr. 28, 2014).
Jia, H., Yao, H., Tang, Y., Yu, S. L., Zhen, J. X., and Lu, Y. (2013). “Development of a multi-criteria index ranking system for urban runoff best management practices (BMP) selection.” Environ. Monit. Access., 185(9), 7915–7933.
Lee, J. G., et al. (2012). “A watershed-scale design optimization model for stormwater best management practices.” Environ. Modell. Softw., 37, 6–18.
Li, H., and Davis, A. P. (2008). “Heavy metal capture and accumulation in bioretention media.” Environ. Sci. Technol., 42(14), 5247–5253.
Li, H., and Davis, A. P. (2009). “Water quality improvement through reductions of pollutant loads using bioretention.” J. Environ. Eng., 567–576.
Li, H., Sharkey, L., Hunt, W. F., and Davis, A. P. (2009). “Mitigation of impervious surface hydrology using bioretention in North Carolina and Maryland.” J. Hydrol. Eng., 407–415.
MDE (Maryland Dept. of the Environment). (2009). Maryland stormwater design manual, Vols. I and II, Baltimore.
MdSHA (Maryland State Highway Administration). (2009a). “Highway mileage on state, state toll, County, and municipal systems.” Highway Information Service Div., Office of Planning and Preliminary Engineering, 〈http://www.marylandroads.com/OPPEN/2009_HISD_REPORTS.pdf〉 (Sep. 2009).
MdSHA (Maryland State Highway Administration). (2009b). “NPDES MS4 phase I annual report.” Baltimore.
NCDENR (North Carolina Dept. of Environment and Natural Resources). (2007). “Stormwater best management practices manual.” Division of Water Quality, Raleigh, NC.
Perez-Pedini, C., Limbrunner, J. F., and Vogel, R. M. (2005). “Optimal location of infiltration-based best management practices for storm water management.” J. Water Resour. Plann. Manage., 441–448.
PGCDER (Prince George’s County Dept. of Environmental Resources). (1993). “Design manual for use of bioretention in stormwater management, Prince George’s County, Maryland.” Div. of Environmental Management, Watershed Protection Branch, Largo, MD.
Pitt, R., Clark, S., and Field, R. (1999). “Groundwater contamination potential from stormwater infiltration practices.” Urban Water, 1(3), 217–236.
Shuster, W. D., Bonta, J., Thurston, H., Warnemuende, E., and Smith, D. R. (2005). “Impacts of impervious surface on watershed hydrology: A review.” Urban Water J., 2(4), 263–275.
Stagge, J. H., Davis, A. P., Jamil, E., and Kim, H. (2012). “Performance of grass swales for improving water quality from highway runoff.” Wat. Res., 46(20), 6731–6742.
U.S. Census Bureau. (2011). “State and county quick facts.” 〈http://quickfacts.census.gov/qfd/states/24/24033.html〉 (Sep. 6, 2012).
U.S. EPA (U.S. Environmental Protection Agency). (2012). “Green infrastructure.” 〈http://water.epa.gov/infrastructure/greeninfrastructure/index.cfm〉 (Dec. 2012).
Warnaars, E., Larsen, A. V., Jacobsen, P., and Mikkelsen, P. S. (1999). “Hydrologic behaviour of stormwater infiltration trenches in a central urban area during 2¾ years of operation.” Water Sci. Technol., 39(2), 217–224.
Watt, W. E., and Marsalek, J. (1994). “Comprehensive stormwater pond monitoring.” Water Sci. Technol., 29(1–2), 337–345.
Yu, J., Yu, H., and Xu, L. (2013). “Performance evaluation of various stormwater best management practices.” Environ. Sci. Pollut. Res., 20(9), 6160–6171.

Information & Authors

Information

Published In

Go to Journal of Infrastructure Systems
Journal of Infrastructure Systems
Volume 21Issue 4December 2015

History

Received: Sep 27, 2013
Accepted: Jan 12, 2015
Published online: Mar 11, 2015
Discussion open until: Aug 11, 2015
Published in print: Dec 1, 2015

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Authors

Affiliations

Houng Li, Ph.D., A.M.ASCE [email protected]
P.E.
Water Resources Engineer, Johnson, Mirmiran & Thompson, Inc., 72 Loveton Circle, Sparks, MD 21152; and Adjunct Lecturer, Advanced Engineering Education, College of Engineering, Univ. of Maryland, College Park, MD 20742. E-mail: [email protected]

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