TECHNICAL PAPERS
Apr 16, 2010

Explanation for Anomalous Readings during Monitoring of a Best Management Practice

Publication: Journal of Irrigation and Drainage Engineering
Volume 136, Issue 8

Abstract

The USEPA’s Urban Watershed Management Branch (UWMB) has monitored storm-water drainage and best management practices (BMPs) as part of its overall research program. As part of this effort, continuous monitoring equipment was deployed to measure both storm events and periods between storms in a BMP. Of particular concern were electrodes used to measure ammonium (NH4+) concentrations. During the third deployment of the electrode there were readings of concern for NH4+ which exceeded expectations for drift or storm event response. The electrode indicated concentrations of NH4+ exceeded 2 mg/L, with a sustained maximum concentration of 8 mg/L recorded. These observations occurred between December 5, 2003 and December 10, 2003 after snow events. This period was marked by increased measures of conductivity measured which were contrary to typically low conductivity readings especially after precipitation events. Deicers (sodium chloride) spread on the roadway most likely caused increased NH4+ readings, as sodium ions are a known interference for NH4+ . To back up this claim, controlled laboratory experiments were performed on the NH4+ electrode to test the response. Two tests were performed where salt was introduced into a bucket containing a probe. A determination was also made as to whether decaying leaves may have contributed to these elevated NH4+ readings. Results of the tests indicated that at low ammonia concentrations, salt is a measurable interference. Decaying leaves did increase NH4+ concentrations as measured by the electrodes, but only to 1 mg/L which coincided with both electrode readings and sample concentrations from the field.

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Acknowledgments

Michael Borst, Emilie Stander, and Amy Rowe from the UWMB provided technical support. Monitoring, sampling, and laboratory analysis were performed by personnel from the EPA on-site contractor PARS; they also assisted in describing the operation of sampling equipment. Dana Gumb (Director, Staten Island Bluebelt, NYCDEP) gave permission to monitor the site and Jim Rossi (Field Manager, Staten Island Bluebelt, NYCDEP) provided technical support. Sandeep Mehrotra (Senior Associate, Hazen and Sawyer, P.C.) provided design information for RC-5. Additional Bluebelt information can be obtained at: http://home2.nyc.gov/html/dep/html/dep_projects/bluebelt.shtml. Portions of this paper were presented in Proceedings 2005 Southeastern Pennsylvania Storm Water Management Symposium, Villanova University, October 11–13, 2005. Any opinions expressed in this paper are those of the writer and do not necessarily reflect the official positions and policies of the USEPA. Any mention of products or trade names does not constitute recommendation for use by the USEPA.

References

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Information & Authors

Information

Published In

Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 136Issue 8August 2010
Pages: 527 - 531

History

Received: Jun 6, 2008
Accepted: Apr 5, 2009
Published online: Apr 16, 2010
Published in print: Aug 2010

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Authors

Affiliations

Thomas P. O’Connor, M.ASCE [email protected]
Environmental Engineer, Urban Watershed Management Branch, U.S. Environmental Protection Agency, 2890 Woodbridge Ave. (MS-104), Edison, NJ 08837-3679. E-mail: [email protected]

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