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Description: Partial Denitrification Model Extension for Mainstream Shortcut Nitrogen Removal:...
Partial Denitrification Model Extension for Mainstream Shortcut Nitrogen Removal: Model Evaluation
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Description: Partial Denitrification Model Extension for Mainstream Shortcut Nitrogen Removal:...
Partial Denitrification Model Extension for Mainstream Shortcut Nitrogen Removal: Model Evaluation

Partial Denitrification Model Extension for Mainstream Shortcut Nitrogen Removal: Model Evaluation

Partial Denitrification Model Extension for Mainstream Shortcut Nitrogen Removal: Model Evaluation

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Description: Partial Denitrification Model Extension for Mainstream Shortcut Nitrogen Removal:...
Partial Denitrification Model Extension for Mainstream Shortcut Nitrogen Removal: Model Evaluation
Abstract
As the development of mainstream partial denitrification and anammox (PdNA) process continues to evolve, and more applications are showing tangible benefits even at full-scale application [Klaus 2020], the modelling of such technology is becoming critical for its implementation at more broad scope. PdNA relies on controlling heterotrophic denitrification to produce nitrite needed by anaerobic ammonia oxidizers (AnAOB) and thus the avoidance of nitrite reduction [De Clippeleir, 2018]. While the PdN selection is still in the realm of research, few hypotheses supported by observations from bench, pilot and fullscale testing were formulated [Tri et al., 2019b; Campolong 2019, Al-Omari et al. 2020]. During WEFTEC 2020, we introduced the early development of the PdN extension to the ASM-based model Sumo2 to account for a mechanism associated with using acetate as carbon source and selecting PdN route based on nitrate concentration. The model was calibrated using data generated from a pilot testing with acetate. In this paper, the extended PdN model is evaluated via simulating implementation in post polishing MBBR. The process was operated using glycerol and methanol as supplemental carbon sources. Overall, the model predicted the performance of these processes when glycerol was used. When methanol is used, the model was underpredicting the nitrite accumulation by methylotrophs. The model parameters such as nitrite half saturation constant were significantly increased to allow nitrite to accumulate and match the measured profiles.
The combined reactions of partial denitrification and anammox (PdNA) have the potential to provide significant operational and capacity improvements for those wastewater treatment plants who are seeking efficient nutrient removal. This paper follows the development of a process model in Sumo to incorporate the latest understanding of the PdN selection mechanisms based on leading edge research conducted at two major utilities in the USA. The model was evaluated by simulating various pilot and fullscale process implementations of PdNA.
SpeakerAl-Omari, Ahmed
Presentation time
16:00:00
16:10:00
Session time
16:00:00
17:30:00
SessionPDNA Applied Research
Session number116
TopicFacility Operations and Maintenance, Municipal Wastewater Treatment Design, Nutrients, Research and Innovation
TopicFacility Operations and Maintenance, Municipal Wastewater Treatment Design, Nutrients, Research and Innovation
Author(s)
Ahmed Al-Omari
Author(s)A.A. Al-Omari1; T. Wadhawan2; V. Srinivasan1; S. Klaus3; J. Jimenez1; S. Murthy4; B. Wett4; S.M. Fevig5; C. deBarbadillo6; C.B. Bott3; H. De Clippeleir7;
Author affiliation(s)Brown and Caldwell, Alexandria VA and Maitland, FL1Dynamita North America, CA2Hampton Roads Sanitation District, Virginia Beach, VA3NEWhub Corp., Herndon, VA4The Water Research Foundation, Alexandria, VA 5District of Columbia Water and Sewer Authority, DC 7
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct 2021
DOI10.2175/193864718825158010
Volume / Issue
Content sourceWEFTEC
Copyright2021
Word count12

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Description: Partial Denitrification Model Extension for Mainstream Shortcut Nitrogen Removal:...
Partial Denitrification Model Extension for Mainstream Shortcut Nitrogen Removal: Model Evaluation
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Description: Partial Denitrification Model Extension for Mainstream Shortcut Nitrogen Removal:...
Partial Denitrification Model Extension for Mainstream Shortcut Nitrogen Removal: Model Evaluation
Abstract
As the development of mainstream partial denitrification and anammox (PdNA) process continues to evolve, and more applications are showing tangible benefits even at full-scale application [Klaus 2020], the modelling of such technology is becoming critical for its implementation at more broad scope. PdNA relies on controlling heterotrophic denitrification to produce nitrite needed by anaerobic ammonia oxidizers (AnAOB) and thus the avoidance of nitrite reduction [De Clippeleir, 2018]. While the PdN selection is still in the realm of research, few hypotheses supported by observations from bench, pilot and fullscale testing were formulated [Tri et al., 2019b; Campolong 2019, Al-Omari et al. 2020]. During WEFTEC 2020, we introduced the early development of the PdN extension to the ASM-based model Sumo2 to account for a mechanism associated with using acetate as carbon source and selecting PdN route based on nitrate concentration. The model was calibrated using data generated from a pilot testing with acetate. In this paper, the extended PdN model is evaluated via simulating implementation in post polishing MBBR. The process was operated using glycerol and methanol as supplemental carbon sources. Overall, the model predicted the performance of these processes when glycerol was used. When methanol is used, the model was underpredicting the nitrite accumulation by methylotrophs. The model parameters such as nitrite half saturation constant were significantly increased to allow nitrite to accumulate and match the measured profiles.
The combined reactions of partial denitrification and anammox (PdNA) have the potential to provide significant operational and capacity improvements for those wastewater treatment plants who are seeking efficient nutrient removal. This paper follows the development of a process model in Sumo to incorporate the latest understanding of the PdN selection mechanisms based on leading edge research conducted at two major utilities in the USA. The model was evaluated by simulating various pilot and fullscale process implementations of PdNA.
SpeakerAl-Omari, Ahmed
Presentation time
16:00:00
16:10:00
Session time
16:00:00
17:30:00
SessionPDNA Applied Research
Session number116
TopicFacility Operations and Maintenance, Municipal Wastewater Treatment Design, Nutrients, Research and Innovation
TopicFacility Operations and Maintenance, Municipal Wastewater Treatment Design, Nutrients, Research and Innovation
Author(s)
Ahmed Al-Omari
Author(s)A.A. Al-Omari1; T. Wadhawan2; V. Srinivasan1; S. Klaus3; J. Jimenez1; S. Murthy4; B. Wett4; S.M. Fevig5; C. deBarbadillo6; C.B. Bott3; H. De Clippeleir7;
Author affiliation(s)Brown and Caldwell, Alexandria VA and Maitland, FL1Dynamita North America, CA2Hampton Roads Sanitation District, Virginia Beach, VA3NEWhub Corp., Herndon, VA4The Water Research Foundation, Alexandria, VA 5District of Columbia Water and Sewer Authority, DC 7
SourceProceedings of the Water Environment Federation
Document typeConference Paper
PublisherWater Environment Federation
Print publication date Oct 2021
DOI10.2175/193864718825158010
Volume / Issue
Content sourceWEFTEC
Copyright2021
Word count12

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Ahmed Al-Omari. Partial Denitrification Model Extension for Mainstream Shortcut Nitrogen Removal: Model Evaluation. Water Environment Federation, 2021. Web. 16 Jun. 2025. <https://www.accesswater.org?id=-10077796CITANCHOR>.
Ahmed Al-Omari. Partial Denitrification Model Extension for Mainstream Shortcut Nitrogen Removal: Model Evaluation. Water Environment Federation, 2021. Accessed June 16, 2025. https://www.accesswater.org/?id=-10077796CITANCHOR.
Ahmed Al-Omari
Partial Denitrification Model Extension for Mainstream Shortcut Nitrogen Removal: Model Evaluation
Access Water
Water Environment Federation
October 18, 2021
June 16, 2025
https://www.accesswater.org/?id=-10077796CITANCHOR