Chapter
May 14, 2020
World Environmental and Water Resources Congress 2020

Some Performance Characteristics of Subsurface Gravel Wetlands for Stormwater Management

Publication: World Environmental and Water Resources Congress 2020: Water, Wastewater, and Stormwater and Water Desalination and Reuse

ABSTRACT

Subsurface gravel wetlands were originally purposed for wastewater treatment and more recently have been used for stormwater treatment as a green infrastructure technology. Systems are sized to hold the water quality volume above, and drain within 24–48 hours. Design guidance follows static sizing principles with very little hydraulic calculations, which has left a gap in hydraulic performance data. Data from 12 years of field monitoring of various systems constructed in the northeast United States is presented. These systems include fully-sized as well as undersized (hold less that the water quality volume). Hydraulics are controlled by a restrictive outlet. At the same time, this outlet also creates the wetland characteristics of the system. Pollutant removal efficiencies for common stormwater pollutants are some of the highest for green infrastructure systems, with a significant component being microbially-mediated in the low dissolved oxygen gravel layers.

Get full access to this article

View all available purchase options and get full access to this chapter.

REFERENCES

Claytor, R. A., and Schueler, T. R. (1996) Design of Stormwater Filtering Systems. The Center for Watershed Protection: Silver Spring, MD.
Egan, T.J. S. Burroughs and T. Attaway (1995) "Packed Bed Filter." Proceedings of the 4th Bienial Symposium on Stormwater Quality. Southwest Florida Water Management District. Brookeville, FL. pp.264-274.
Georgia Stormwater Management Manual, Volume 2: Technical Handbook, First Edition, August 2001, prepared by AMEC Earth and Environmental Center for Watershed Protection, Debo and Associates, Jordan Jones and Goulding, Atlanta Regional Commission.
Gunderson, Jeff, Robert M. Roseen, Thomas P. Ballestero, Alison W. Watts, James H. Houle, and Kim Farah, 2012, Subsurface Gravel Wetlands for Stormwater Management, Stormwater, Forester Communications, Nov-Dec 2012.
Kadlec, R. H., and Wallace, S. D.; Treatment Wetlands. Second edition. CRC Press, Taylor & Francis Group. Boca Raton, FL, 2009.
Reed, Sherwood C., 1995, Natural Systems for Waste Management and Treatment / Edition 2, McGraw-Hill
Reuter, John E., Tjut Djohan, Charles R. Goldman, 1992, The use of wetlands for nutrient removal from surface runoff in a cold climate region of California—results from a newly constructed wetland at Lake Tahoe, Journal of Environmental Management, v36, Pages 35-53
Tetra Tech, 2016, Opti-Tool for Stormwater and Nutrient Management, US EPA Region 1, Boston, MA. Available at: https://www3.epa.gov/region1/npdes/stormwater/ma/opti-tool-user-guide.pdf
US EPA, 1983, Results of the Nationwide Urban Runoff Program, Volumes 1 and 2, Water Planning Division, WH-554, Washington, DC
USEPA, 1993, Subsurface Flow Constructed Wetlands for Wastewater Treatment, A Technology Assessment, Office of Water, EPA 832-R-93-008, Washington, DC.
UNHSC, 2007, University of New Hampshire Stormwater Center 2007 Annual Report, Durham, NH.
UNHSC and NEIWPCC, 2010, Investigation of Nutrient Removal Mechanisms of a Constructed Gravel Wetland Used for Stormwater Control in a Northern Climate, Durham, NH
UNHSC, 2016a, Subsurface Gravel Wetland Design Specifications, Durham, NH. Available at: https://www.unh.edu/unhsc/sites/default/files/media/unhsc_gravel_wetland_spec_6-2016.pdf
UNHSC, 2016b, University of New Hampshire Stormwater Center 2016 Annual Report, Durham, NH.
Winer, Rebecca. 2000. National Pollutant Removal Performance Database. Center for Watershed Protection.

Information & Authors

Information

Published In

Go to World Environmental and Water Resources Congress 2020
World Environmental and Water Resources Congress 2020: Water, Wastewater, and Stormwater and Water Desalination and Reuse
Pages: 125 - 135
Editors: Sajjad Ahmad, Ph.D., and Regan Murray, Ph.D.
ISBN (Online): 978-0-7844-8298-8

History

Published online: May 14, 2020
Published in print: May 14, 2020

Permissions

Request permissions for this article.

Authors

Affiliations

James J. Houle, Ph.D., M.ASCE [email protected]
Univ. of New Hampshire Stormwater Center, Dept. of Civil and Environmental Engineering, Durham, NH. E-mail: [email protected]
Thomas P. Ballestero, Ph.D., M.ASCE [email protected]
P.E.
Univ. of New Hampshire Stormwater Center, Dept. of Civil and Environmental Engineering, Durham, NH. E-mail: [email protected]

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.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$80.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$80.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share