TECHNICAL PAPERS
Mar 12, 2010

Performance of Nitrogen-Removing Bioretention Systems for Control of Agricultural Runoff

Publication: Journal of Environmental Engineering
Volume 136, Issue 10

Abstract

This research evaluated nitrogen-removing bioretention systems for control of nutrients, organics, and solids in agricultural runoff. Pilot-scale experiments were conducted with bioretention systems incorporating aerobic nitrification and anoxic denitrification zones with sulfur or wood chips as denitrification substrates. Varying hydraulic loading rates (HLRs), influent concentrations, and wetting and drying periods were applied to the units during laboratory and two seasons of field tests with dairy farm runoff. Total N removal efficiencies greater than 88% were observed in both units with synthetic storm water. In first-season field tests, moderate removal efficiencies were observed for chemical oxygen demand (46%), suspended solids (69%), total phosphorous (TP) (66%), and total N (65%). During the second season, operational changes in the farm resulted in lower organic, solids, and nutrient loadings resulting in improved effluent quality, especially for suspended solids (81% removal) and total N (82% removal). The systems were not hydraulically overloaded even at 20 times the normal HLR.

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Acknowledgments

This work was supported by the Cooperative Institute for Coastal and Estuarine Environmental Technology (CICEET) at the University of New Hampshire, Durham, N.H. The writers would like to thank Mr. Marc Cohen, Sourcewater Protection Specialist with the Atlantic States Rural Water and Wastewater Association, for his assistance in finding an appropriate field site. Two undergraduate researchers, Meghan Krupka and Douglas Walker, also greatly contributed to carrying out the field experiments.

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Information

Published In

Go to Journal of Environmental Engineering
Journal of Environmental Engineering
Volume 136Issue 10October 2010
Pages: 1105 - 1112

History

Received: Jul 23, 2009
Accepted: Mar 10, 2010
Published online: Mar 12, 2010
Published in print: Oct 2010

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Authors

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Sarina J. Ergas, M.ASCE [email protected]
P.E.
Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of South Florida, 4202 E. Fowler Ave., ENB 118, Tampa, FL 33620 (corresponding author). E-mail: [email protected]
Sukalyan Sengupta, M.ASCE [email protected]
P.E.
Professor, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts, Dartmouth, MA. E-mail: [email protected]
Ryan Siegel [email protected]
Environmental Engineer, Tighe & Bond, Westfield, MA 01085. E-mail: [email protected]
Arka Pandit [email protected]
Graduate Research Assistant, Georgia Institute of Technology, Atlanta, GA. E-mail: [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts, Dartmouth, MA. E-mail: [email protected]
Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Massachusetts, Amherst, MA. E-mail: [email protected]

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