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Description: Nitrogen Removal 3.0: A Pilot Study to Evaluate the Feasibility of Mainstream...
Nitrogen Removal 3.0: A Pilot Study to Evaluate the Feasibility of Mainstream Deammonification
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Description: Nitrogen Removal 3.0: A Pilot Study to Evaluate the Feasibility of Mainstream...
Nitrogen Removal 3.0: A Pilot Study to Evaluate the Feasibility of Mainstream Deammonification

Nitrogen Removal 3.0: A Pilot Study to Evaluate the Feasibility of Mainstream Deammonification

Nitrogen Removal 3.0: A Pilot Study to Evaluate the Feasibility of Mainstream Deammonification

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Description: Nitrogen Removal 3.0: A Pilot Study to Evaluate the Feasibility of Mainstream...
Nitrogen Removal 3.0: A Pilot Study to Evaluate the Feasibility of Mainstream Deammonification
Abstract
A pilot study evaluated the feasibility of applying mainstream deammonification to a wastewater treatment facility (WWTF) lacking anaerobic digestion and therefore the potential for sidestream-generated ammonia oxidizing organism (AOO) bioaugmentation. The pilot incorporates two unique stages operated in series, known as an A/B process. The A-stage includes a low solids retention time (SRT), high-rate activated (HRAS) process targeted at 50-60% influent chemical oxygen demand (COD) removal. The B-stage includes a two-sludge deammonification process incorporating a partial nitritation reactor (CSTR) with a clarifier followed by an anammox moving bed bioreactor (MBBR).This paper considers the B-Stage nitritation reactor, operated under cyclical dissolved oxygen (DO) conditions based on a control strategy applying online ammonia, nitrite and nitrate instruments. The reactor operation limited the second nitrafication reaction by suppression of nitrate oxidizing bacteria (NOB) resulting in accumulation of greater than 80% of nitrogen species as nitrite (NO2-N/NOx-N). Hypotheses on NOB repression mechanisms include cyclical DO and COD loading.
A pilot study evaluated the feasibility of applying mainstream deammonification to a wastewater treatment facility (WWTF) lacking anaerobic digestion and therefore the potential for sidestream-generated ammonia oxidizing organism (AOO) bioaugmentation. The pilot incorporates two unique stages operated in series, known as an A/B process. The A-stage includes a low solids retention time (SRT),...
Author(s)
Pusker RegmiMark W. MillerRyder BunceDaniel M. HingleyDave KinnearBernhard Deammonification
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Sep, 2012
ISSN1938-6478
DOI10.2175/193864712811725375
Volume / Issue2012 / 15
Content sourceWEFTEC
Copyright2012
Word count168

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Description: Nitrogen Removal 3.0: A Pilot Study to Evaluate the Feasibility of Mainstream...
Nitrogen Removal 3.0: A Pilot Study to Evaluate the Feasibility of Mainstream Deammonification
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Description: Nitrogen Removal 3.0: A Pilot Study to Evaluate the Feasibility of Mainstream...
Nitrogen Removal 3.0: A Pilot Study to Evaluate the Feasibility of Mainstream Deammonification
Abstract
A pilot study evaluated the feasibility of applying mainstream deammonification to a wastewater treatment facility (WWTF) lacking anaerobic digestion and therefore the potential for sidestream-generated ammonia oxidizing organism (AOO) bioaugmentation. The pilot incorporates two unique stages operated in series, known as an A/B process. The A-stage includes a low solids retention time (SRT), high-rate activated (HRAS) process targeted at 50-60% influent chemical oxygen demand (COD) removal. The B-stage includes a two-sludge deammonification process incorporating a partial nitritation reactor (CSTR) with a clarifier followed by an anammox moving bed bioreactor (MBBR).This paper considers the B-Stage nitritation reactor, operated under cyclical dissolved oxygen (DO) conditions based on a control strategy applying online ammonia, nitrite and nitrate instruments. The reactor operation limited the second nitrafication reaction by suppression of nitrate oxidizing bacteria (NOB) resulting in accumulation of greater than 80% of nitrogen species as nitrite (NO2-N/NOx-N). Hypotheses on NOB repression mechanisms include cyclical DO and COD loading.
A pilot study evaluated the feasibility of applying mainstream deammonification to a wastewater treatment facility (WWTF) lacking anaerobic digestion and therefore the potential for sidestream-generated ammonia oxidizing organism (AOO) bioaugmentation. The pilot incorporates two unique stages operated in series, known as an A/B process. The A-stage includes a low solids retention time (SRT),...
Author(s)
Pusker RegmiMark W. MillerRyder BunceDaniel M. HingleyDave KinnearBernhard Deammonification
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Sep, 2012
ISSN1938-6478
DOI10.2175/193864712811725375
Volume / Issue2012 / 15
Content sourceWEFTEC
Copyright2012
Word count168

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Pusker Regmi# Mark W. Miller# Ryder Bunce# Daniel M. Hingley# Dave Kinnear# Bernhard Deammonification. Nitrogen Removal 3.0: A Pilot Study to Evaluate the Feasibility of Mainstream Deammonification. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 3 Oct. 2025. <https://www.accesswater.org?id=-280600CITANCHOR>.
Pusker Regmi# Mark W. Miller# Ryder Bunce# Daniel M. Hingley# Dave Kinnear# Bernhard Deammonification. Nitrogen Removal 3.0: A Pilot Study to Evaluate the Feasibility of Mainstream Deammonification. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed October 3, 2025. https://www.accesswater.org/?id=-280600CITANCHOR.
Pusker Regmi# Mark W. Miller# Ryder Bunce# Daniel M. Hingley# Dave Kinnear# Bernhard Deammonification
Nitrogen Removal 3.0: A Pilot Study to Evaluate the Feasibility of Mainstream Deammonification
Access Water
Water Environment Federation
December 22, 2018
October 3, 2025
https://www.accesswater.org/?id=-280600CITANCHOR