This study examines the ability of in-service domestic wastewater treatment facilities, as opposed to controllable laboratory experiments, to remove ammonia utilising recirculating sand filters (RSFs). Permitted facilities in Missouri, USA, are required to regularly sample, analyse and report discharged water quality. The Missouri Department of Natural Resources stores the results in a central database, which was queried and analysed to assess the performance of these facilities in both the summer and winter seasons and to determine if a correlation exists between ammonia removal and flow capacity. The RSFs were found to discharge ammonia under 44 mg/l 95% of the time in winter and under 30 mg/l in summer. No correlation between performance and flow was found. The results of the study suggest that RSF technology is presently unable to treat ammonia in domestic wastewater to meet acceptable water quality standards for surface discharge.
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1 February 2015
Research Article|
October 29 2014
Effectiveness of ammonia removal by recirculating sand filters
Charles D. McAllister, PhD, PE;
Charles D. McAllister, PhD, PE
Vice Provost and Dean of Graduate Studies
Southeast Missouri State University, Cape Girardeau, MO, USA
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Alisha Youngblood Ortiz, PhD;
Alisha Youngblood Ortiz, PhD
Assistant Professor of Decision Sciences
Southeast Missouri State University, Cape Girardeau, MO, USA
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Timothy J. Southards, PE
Timothy J. Southards, PE
Environmental Engineer
Missouri Department of Natural Resources, Poplar Bluff, MO, USA
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Publisher: Emerald Publishing
Revision Received:
August 27 2013
Accepted:
September 25 2014
Online ISSN: 1751-7729
Print ISSN: 1741-7589
ICE Publishing: All rights reserved
2015
Proceedings of the Institution of Civil Engineers - Water Management (2015) 168 (1): 24–28.
Article history
Revision Received:
August 27 2013
Accepted:
September 25 2014
Citation
McAllister CD, Youngblood Ortiz A, Southards TJ (2015), "Effectiveness of ammonia removal by recirculating sand filters". Proceedings of the Institution of Civil Engineers - Water Management, Vol. 168 No. 1 pp. 24–28, doi: https://doi.org/10.1680/wama.13.00091
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