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Description: Book cover
Accurately Modeling the Effect of Dissolved Oxygen on Nitrification
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Description: Book cover
Accurately Modeling the Effect of Dissolved Oxygen on Nitrification

Accurately Modeling the Effect of Dissolved Oxygen on Nitrification

Accurately Modeling the Effect of Dissolved Oxygen on Nitrification

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Description: Book cover
Accurately Modeling the Effect of Dissolved Oxygen on Nitrification
Abstract
When tasked with meeting very low nutrient limits, it is often the variable nature of the effluent ammonia that causes difficulties in meeting effluent total nitrogen goals. The specific growth rate of the nitrifying organisms is a key parameter for determining the required solids retention time and consequent reactor sizing for meeting effluent ammonia goals. One key parameter influencing the specific growth rate is the bulk dissolved oxygen (DO) in the liquid. The specific growth rate is adjusted for DO by using half saturation oxygen coefficients for both the ammonia oxidizing and the nitrite oxidizing bacteria. Because of the influence of the effects of mass-transport resistance and the competition between heterotrophic and autotrophic bacteria within the activated sludge floc, operating parameters such as SRT influence the relationship between DO and nitrification rate. This study had the objective of determining the proper values of the half saturation oxygen coefficients for the Greeley WPCF, using a specific stress testing campaign and dynamic modeling using the Biowin 3™ simulator. It was found that the Biowin 3™ default values are too low, and that these parameters need to be increased for accurate predictions of effluent ammonia, nitrate and nitrite concentrations. Assignment of the proper values is essential for accurate determinations of the required operating DO concentrations, air quantities and the operating SRT. Applying the parameters found in this study to another plant showed that the adjusted parameters also provided excellent closeness of fit to measured plant data.
When tasked with meeting very low nutrient limits, it is often the variable nature of the effluent ammonia that causes difficulties in meeting effluent total nitrogen goals. The specific growth rate of the nitrifying organisms is a key parameter for determining the required solids retention time and consequent reactor sizing for meeting effluent ammonia goals. One key parameter influencing the...
Author(s)
John BratbyDenny Parker
SourceProceedings of the Water Environment Federation
SubjectSession 43 - The Benefits of Wastewater Process Modeling
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2009
ISSN1938-6478
SICI1938-6478(20090101)2009:14L.2699;1-
DOI10.2175/193864709793954907
Volume / Issue2009 / 14
Content sourceWEFTEC
First / last page(s)2699 - 2710
Copyright2009
Word count252
Subject keywordsnitrificationdissolved oxygenhalf saturation coefficientnitrification kineticsBNRbiological nutrient removal

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Description: Book cover
Accurately Modeling the Effect of Dissolved Oxygen on Nitrification
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Description: Book cover
Accurately Modeling the Effect of Dissolved Oxygen on Nitrification
Abstract
When tasked with meeting very low nutrient limits, it is often the variable nature of the effluent ammonia that causes difficulties in meeting effluent total nitrogen goals. The specific growth rate of the nitrifying organisms is a key parameter for determining the required solids retention time and consequent reactor sizing for meeting effluent ammonia goals. One key parameter influencing the specific growth rate is the bulk dissolved oxygen (DO) in the liquid. The specific growth rate is adjusted for DO by using half saturation oxygen coefficients for both the ammonia oxidizing and the nitrite oxidizing bacteria. Because of the influence of the effects of mass-transport resistance and the competition between heterotrophic and autotrophic bacteria within the activated sludge floc, operating parameters such as SRT influence the relationship between DO and nitrification rate. This study had the objective of determining the proper values of the half saturation oxygen coefficients for the Greeley WPCF, using a specific stress testing campaign and dynamic modeling using the Biowin 3™ simulator. It was found that the Biowin 3™ default values are too low, and that these parameters need to be increased for accurate predictions of effluent ammonia, nitrate and nitrite concentrations. Assignment of the proper values is essential for accurate determinations of the required operating DO concentrations, air quantities and the operating SRT. Applying the parameters found in this study to another plant showed that the adjusted parameters also provided excellent closeness of fit to measured plant data.
When tasked with meeting very low nutrient limits, it is often the variable nature of the effluent ammonia that causes difficulties in meeting effluent total nitrogen goals. The specific growth rate of the nitrifying organisms is a key parameter for determining the required solids retention time and consequent reactor sizing for meeting effluent ammonia goals. One key parameter influencing the...
Author(s)
John BratbyDenny Parker
SourceProceedings of the Water Environment Federation
SubjectSession 43 - The Benefits of Wastewater Process Modeling
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Jan, 2009
ISSN1938-6478
SICI1938-6478(20090101)2009:14L.2699;1-
DOI10.2175/193864709793954907
Volume / Issue2009 / 14
Content sourceWEFTEC
First / last page(s)2699 - 2710
Copyright2009
Word count252
Subject keywordsnitrificationdissolved oxygenhalf saturation coefficientnitrification kineticsBNRbiological nutrient removal

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John Bratby# Denny Parker. Accurately Modeling the Effect of Dissolved Oxygen on Nitrification. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Web. 6 Jun. 2025. <https://www.accesswater.org?id=-296225CITANCHOR>.
John Bratby# Denny Parker. Accurately Modeling the Effect of Dissolved Oxygen on Nitrification. Alexandria, VA 22314-1994, USA: Water Environment Federation, 2018. Accessed June 6, 2025. https://www.accesswater.org/?id=-296225CITANCHOR.
John Bratby# Denny Parker
Accurately Modeling the Effect of Dissolved Oxygen on Nitrification
Access Water
Water Environment Federation
December 22, 2018
June 6, 2025
https://www.accesswater.org/?id=-296225CITANCHOR