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Description: W13-Proceedings
Achieving Low Effluent Total Nitrogen Concentration
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Description: W13-Proceedings
Achieving Low Effluent Total Nitrogen Concentration

Achieving Low Effluent Total Nitrogen Concentration

Achieving Low Effluent Total Nitrogen Concentration

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Description: W13-Proceedings
Achieving Low Effluent Total Nitrogen Concentration
Abstract
Full scale performance data and special surveys have been done to evaluate effluent total nitrogen performance in state of the art biological nitrogen removal facilities, and the removal of individual nitrogen species during treatment. Long term removal of ammonia N and particulate effluent nitrogen can be reliably done to effluent concentrations of less than 0.20 mg/L. Effluent nitrate and nitrite N provide a greater contribution to effluent total N and concentrations of less than 1.0 mg/L of oxidized N are possible. Tertiary denitrification filters with external carbon addition produce minimum effluent oxidized N. The effluent soluble organic nitrogen is the largest contributor to effluent total nitrogen and its concentration can be quite variable from site to site. Adding external carbon for denitrification and solids separation increases the greenhouse gas (GHG) emissions from nitrogen treatment to achieve low effluent total nitrogen concentrations. At high levels of nitrogen removal, the GHG production/N removed ratio increase by orders of magnitude.
Full scale performance data and special surveys have been done to evaluate effluent total nitrogen performance in state of the art biological nitrogen removal facilities, and the removal of individual nitrogen species during treatment. Long term removal of ammonia N and particulate effluent nitrogen can be reliably done to effluent concentrations of less than 0.20 mg/L. Effluent nitrate and...
Author(s)
H.D. StenselJ.B. NeethlingD. ClarkR. J. SandinoA. Pramanik
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct, 2013
ISSN1938-6478
DOI10.2175/193864713813667557
Volume / Issue2013 / 19
Content sourceWEFTEC
Copyright2013
Word count163

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Description: W13-Proceedings
Achieving Low Effluent Total Nitrogen Concentration
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Description: W13-Proceedings
Achieving Low Effluent Total Nitrogen Concentration
Abstract
Full scale performance data and special surveys have been done to evaluate effluent total nitrogen performance in state of the art biological nitrogen removal facilities, and the removal of individual nitrogen species during treatment. Long term removal of ammonia N and particulate effluent nitrogen can be reliably done to effluent concentrations of less than 0.20 mg/L. Effluent nitrate and nitrite N provide a greater contribution to effluent total N and concentrations of less than 1.0 mg/L of oxidized N are possible. Tertiary denitrification filters with external carbon addition produce minimum effluent oxidized N. The effluent soluble organic nitrogen is the largest contributor to effluent total nitrogen and its concentration can be quite variable from site to site. Adding external carbon for denitrification and solids separation increases the greenhouse gas (GHG) emissions from nitrogen treatment to achieve low effluent total nitrogen concentrations. At high levels of nitrogen removal, the GHG production/N removed ratio increase by orders of magnitude.
Full scale performance data and special surveys have been done to evaluate effluent total nitrogen performance in state of the art biological nitrogen removal facilities, and the removal of individual nitrogen species during treatment. Long term removal of ammonia N and particulate effluent nitrogen can be reliably done to effluent concentrations of less than 0.20 mg/L. Effluent nitrate and...
Author(s)
H.D. StenselJ.B. NeethlingD. ClarkR. J. SandinoA. Pramanik
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct, 2013
ISSN1938-6478
DOI10.2175/193864713813667557
Volume / Issue2013 / 19
Content sourceWEFTEC
Copyright2013
Word count163

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H.D. Stensel# J.B. Neethling# D. Clark# R. J. Sandino# A. Pramanik#. Achieving Low Effluent Total Nitrogen Concentration. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 6 Jun. 2025. <https://www.accesswater.org?id=-281660CITANCHOR>.
H.D. Stensel# J.B. Neethling# D. Clark# R. J. Sandino# A. Pramanik#. Achieving Low Effluent Total Nitrogen Concentration. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed June 6, 2025. https://www.accesswater.org/?id=-281660CITANCHOR.
H.D. Stensel# J.B. Neethling# D. Clark# R. J. Sandino# A. Pramanik#
Achieving Low Effluent Total Nitrogen Concentration
Access Water
Water Environment Federation
December 22, 2018
June 6, 2025
https://www.accesswater.org/?id=-281660CITANCHOR