Can Green Infrastructure Provide Both Water Quality and Flood Reduction Benefits?
Publication: Journal of Sustainable Water in the Built Environment
Volume 4, Issue 2
Abstract
Forum papers are thought-provoking opinion pieces or essays founded in fact, sometimes containing speculation, on a civil engineering topic of general interest and relevance to the readership of the journal. The views expressed in this Forum article do not necessarily reflect the views of ASCE or the Editorial Board of the journal.
Get full access to this article
View all available purchase options and get full access to this article.
Acknowledgments
The authors would like to thank Bill Lucas for reviewing and providing comment on an earlier version of this manuscript.
References
Abi Aad, M., Suidan, M., and Shuster, W. (2010). “Modeling techniques of best management practices: Rain barrels and rain gardens using EPA SWMM-5.” J. Hydrol. Eng., 434–443.
Arnold, C. A., Belucci, C., Collins, K., and Claytor, R. (2010). “Responding to the first impervious cover-based TMDL in the nation.” Watershed Sci. Bull., 1, 11–18.
Atkins. (2015). Flood loss avoidance benefits of green infrastructure for stormwater management, Calverton, MD.
Balmforth, D., Digman, C., Kellagher, R., and Butler, D. (2006). Designing for exceedance in urban drainage—Good practice, CIRIA, London.
Bedan, E. S., and Clausen, J. C. (2009). “Stormwater runoff quality and quantity from traditional and low impact development watersheds.” J. Am. Water Resour. Assoc., 45(4), 998–1008.
Brattebo, B. O., and Booth, D. B. (2003). “Long-term stormwater quantity and quality performance of permeable pavement systems.” Water Res., 37(18), 4369–4376.
Brown, R. A., Line, D. E., and Hunt, W. F. (2012). “LID treatment train: Pervious concrete with subsurface storage in series with bioretention and care with seasonal high water tables.” J. Environ. Eng., 689–697.
Burns, M. J., et al. (2016). “Hydrologic and water quality responses to catchment-wide implementation of stormwater control measures.” Proc., NOVATECH 2016 9th Int. Conf.: Planning and Technologies for Sustainable Urban Water Management, International Water Association, London.
Clausen, J. C. (2006). “Jordan cove urban watershed section 319 National monitoring program project.”, Connecticut Dept. of Environmental Protection, Hartford, CT, 78.
CTDEP (Connecticut Department of Environmental Protection). (2004). 2004 Connecticut stormwater quality manual, Hartford, CT.
CWP (Center for Watershed Protection) and HWG (Horsley Witten Group). (2010). Impervious cover TMDL field survey and analysis report, Ellicott City, MD, and Sandwich, MA.
Damodaram, C., et al. (2010). “Simulation of combined best management practices and low impact development for sustainable stormwater management.” J. Am. Water Resour. Assoc., 46(5), 907–918.
Davis, A. P. (2008). “Field performance of bioretention: Hydrology impacts.” J. Hydrol. Eng., 90–95.
Dietz, M. E., Arnold, C. A., Milardo, K., and Miller, R. (2015). “The care and feeding of a long-term institutional commitment to green stormwater infrastructure: A case study at the University of Connecticut.” J. Green Build., 10(3), 1–13.
Dietz, M. E., and Clausen, J. C. (2006). “Saturation to improve pollutant retention in a rain garden.” Environ. Sci. Technol., 40(4), 1335–1340.
Dietz, M. E., and Clausen, J. C. (2008). “Stormwater runoff and export changes with development in a traditional and low impact subdivision.” J. Environ. Manage., 87(4), 560–566.
Dreelin, E. A., Fowler, L., and Carroll, C. R. (2006). “A test of porous pavement effectiveness on clay soils during natural storm events.” Water Res., 40(4), 799–805.
Emerson, C. H., Welty, C., and Traver, R. G. (2005). “Watershed-scale evaluation of a system of storm water detention basins.” J. Hydrol. Eng., 237–242.
Gilbert, J. K., and Clausen, J. C. (2006). “Stormwater runoff quality and quantity from asphalt, paver, and crushed stone driveways in Connecticut.” Water Res., 40(4), 826–832.
Gregoire, B. G., and Clausen, J. C. (2011). “Effect of a modular extensive green roof on stormwater runoff and water quality.” Ecol. Eng., 37(6), 963–969.
Holman-Dodds, J. K., Bradley, A. A., and Potter, K. W. (2003). “Evaluation of hydrologic benefits of infiltration based urban storm water management.” J. Am. Water Resour. Assoc., 39(1), 205–215.
Hood, M., Clausen, J. C., and Warner, G. S. (2007). “Comparison of stormwater lag times for low impact and traditional residential development.” J. Am. Water Resour. Assoc., 43(4), 1036–1046.
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., 403–408.
Jennings, D. B., and Jarnagin, S. T. (2002). “Changes in anthropogenic impervious surfaces, precipitation and daily streamflow discharge: A historical perspective in a mid-Atlantic subwatershed.” Landscape Ecol., 17(5), 471–489.
Jordan Cove. (2018). “University of Connecticut Department of Natural Resources and the Environment.” ⟨http://jordancove.uconn.edu⟩ (Dec. 22, 2017).
Kwiatkowski, M., Welker, A. L., Traver, R. G., Vanacore, M., and Ladd, T. (2007). “Evaluation of an infiltration best management practice utilizing pervious concrete.” J. Am. Water Resour. Assoc., 43(5), 1208–1222.
Leopold, L. B. (1968). “Hydrology for urban land planning-a guidebook on the hydrologic effects of urban land use.”, U.S. Geological Survey, National Center, Reston, VA.
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., 407–415.
MADEP (Massachusetts Department of Environmental Protection). (2013). “Massachusetts stormwater handbook.” ⟨http://www.mass.gov/eea/agencies/massdep/water/regulations/massachusetts-stormwater-handbook.html⟩ (Sep. 9, 2017).
NOAA (National Oceanic and Atmospheric Administration). (2017). “Atlas 14 precipitation frequency estimates.”⟨https://hdsc.nws.noaa.gov/hdsc/pfds/index.html⟩ (Aug. 23, 2017).
NOAA (National Oceanic and Atmospheric Association)-NCDC (National Climatic Data Center). (2005). Climate data for Groton, Asheville, NC.
NYCDEP (New York City Department of Environmental Protection). (2010). “NYC green infrastructure plan: A sustainable strategy for clean waterways.” Queens, NY.
Pearcy, M. T. (2000). “A history of the Ransdell-Humpreys flood control act of 1917.” Louisiana Hist.: J. Louisiana Historical Assoc., 41(2), 133–159.
Prince George’s County. (1993). Design manual for use of bioretention in stormwater management, Upper Marlboro, MD.
Prince George’s County. (1999). Low-impact development design strategies: An integrated design approach, Upper Marlboro, MD.
Prince George’s County. (2009). Bioretention manual, Upper Marlboro, MD.
PWD (Philadelphia Water Department). (2013). “Green infrastructure website.” ⟨http://www.phillywatersheds.org/what_were_doing/green_infrastructure⟩ (Dec. 6, 2017).
Qin, H.-P., Li, Z.-X., and Fu, G. (2013). “The effects of low impact development on urban flooding under different rainfall characteristics.” J. Environ. Manage., 129, 577–585.
RIDEM (Rhode Island Department of Environmental Management) and CRMC (Coastal Resources Management Council). (2010). Rhode Island stormwater design and installation standards manual, Providence, RI.
Rosa, D. J., Clausen, J. C., and Dietz, M. E. (2015). “Calibration and verification of SWMM for low impact development.” J. Am. Water Resour. Assoc., 51(3), 746–757.
Rushton, B. (2001). “Low-impact parking lot design reduces runoff and pollutant loads.” J. Water Resour. Plann. Manage., 172–179.
USDOC (U.S. Department of Commerce and Weather Bureau). (1961). “Rainfall frequency atlas of the United States for durations from 30 minutes to 24 hours and return periods from 1 to 100 years.”, Washington, DC.
USEPA (U.S. Environmental Protection Agency). (1999). “Preliminary data summary of urban storm water best management practices.”, Washington, DC.
USEPA (U.S. Environmental Protection Agency). (2005). “National management measures to control nonpoint source pollution from urban areas.”, Washington, DC.
USEPA (U.S. Environmental Protection Agency). (2009). “Technical guidance on implementing the stormwater runoff requirements for federal projects under section 438 of the energy independence and security act.”, Washington, DC.
VADCR (Virginia Department of Conservation and Recreation). (2013). “Virginia DCR stormwater design specification No. 9: Bioretention. Version 2.0.” ⟨http://chesapeakestormwater.net/category/publications/design-specifications/⟩ (Sep. 12, 2017).
VanWoert, N. D., Rowe, D. B., Andresen, J. A., Rugh, C. L., Fernandez, R. T., and Xiao, L. (2005). “Green roof stormwater retention: Effects of roof surface, slope, and media depth.” J. Environ. Qual., 34(3), 1036–1044.
Waananen, A. O. (1969). “Effects of watershed changes on streamflow.” Urban effects on water yield, W. L. Moore and C. W. Morgan, eds., University of Texas Press, London, 289.
Yang, B., and Li, M. (2010). “Ecological engineering in a new town development: Drainage design in the Woodland, Texas.” Ecol. Eng., 36(12), 1639–1650.
Information & Authors
Information
Published In
Copyright
©2018 American Society of Civil Engineers.
History
Received: Oct 6, 2017
Accepted: Oct 31, 2017
Published online: Feb 22, 2018
Published in print: May 1, 2018
Discussion open until: Jul 22, 2018
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.