Technical Papers
Dec 12, 2013

Factorial Study of Rain Garden Design for Nitrogen Removal

Publication: Journal of Irrigation and Drainage Engineering
Volume 140, Issue 3

Abstract

Nitrate (NO3-N) removal studies in rain gardens show great variability in removal rates, and in some cases NO3-N was exported. A three-way factorial design (2×2×4) was devised for eight outdoor unvegetated rain gardens to evaluate the effects of hydraulic loading (two sizes and two flow rates), the presence/absence of a buried wood chip layer (2), and the presence/absence of a subsurface saturated zone (SZ) (2) on nitrate-nitrite (NO3-NO2) removal. Captured stormwater runoff was used in this study. Results showed that the presence of a SZ reduced the NO3-NO2 mass by 75% compared to a 7% reduction without this zone. The presence of a SZ significantly decreased ammonia-N (NH3-N) mass reduction (p<0.00001). The difference in total nitrogen (TN) mass reduction with the introduced SZ was not significant, largely due to NO3-NO2 mass reduction that was offset by NH3-N mass increases in rain gardens with the SZ. The buried wood chip layer showed no significant effect on N removal. No significant interactions were found between the factors. Overall, the results in this study highlight the importance of incorporating a subsurface SZ for NO3-NO2 load reduction and demonstrate that a buried wood chip layer as a carbon source did not make a significant contribution to N removal.

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Acknowledgments

The manuscript benefited greatly from the recommendations of anonymous reviewers. The authors thank Dr. Jake Beaulieu (USEPA, Cincinnati) and Maureen Krudner (USEPA, New York) for their review of the draft manuscript. Appreciation is also extended to PARS Environmental for sample collection under EPA Contract EP-C-10-054. This research was conducted at the USEPA’s Urban Watershed Management Branch in Edison, New Jersey, with support funds from the Office of Research and Development, USEPA. The corresponding author wishes to extend much gratitude to the Oak Ridge Institute of Science and Education, Tennessee, for the opportunity to work as a postdoctoral fellow at the research site.

Disclaimer

The USEPA, through its Office of Research and Development, funded and managed, or partially funded and collaborated in, the research described herein. It was subjected to the Agency’s administrative review and approved for external publication. Any opinions expressed in this paper are those of the authors and do not necessarily reflect the views of the Agency; therefore, no official endorsement should be inferred. Any mention of trade names or commercial products does not constitute endorsement or recommendation for use.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 140Issue 3March 2014

History

Received: Nov 15, 2012
Accepted: Oct 22, 2013
Published online: Dec 12, 2013
Published in print: Mar 1, 2014
Discussion open until: May 12, 2014

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Authors

Affiliations

Sivajini Gilchrist [email protected]
Health, Science and Technology Division, Hudson County Community College, Jersey City, NJ 07306 (corresponding author). E-mail: [email protected]
Michael Borst
U.S. EPA, Urban Watershed Management Branch, 2890 Woodbridge Ave., Edison, NJ 08837.
Emilie K. Stander
Dept. of Science and Engineering, Raritan Valley Community College, Branchburg, NJ 08876.

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