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Updated: Jun 2, 2026

A Novel Bioreactor for High Density Cultivation of Diverse Microbial Communities
Published on: December 25, 2015
Modeling organic nitrogen conversions in activated sludge bioreactors
Jacek Makinia1, Krishna Pagilla, Krzysztof Czerwionka
1Faculty of Civil and Environmental Engineering, Gdansk University of Technology, ul. Narutowicza 11/12, Gdansk, Poland. jmakinia@pg.gda.pl
A new model improves predictions of organic nitrogen in wastewater treatment, addressing challenges in measuring and modeling these compounds for better nitrogen removal. This helps optimize biological nutrient removal systems.
Area of Science:
- Environmental Engineering
- Water Quality Management
- Biogeochemical Cycles
Background:
- Biological nutrient removal (BNR) systems often struggle with significant organic nitrogen (ON) effluent concentrations (25-50% of total nitrogen).
- Current models for ON conversions lack accuracy, necessitating improved approaches for effective nitrogen removal.
- Understanding ON fractions (dissolved, colloidal, particulate) is crucial for optimizing wastewater treatment processes.
Purpose of the Study:
- To compare existing models of organic nitrogen conversions with a newly developed conceptual model.
- To integrate the new ON conversion model with the Activated Sludge Model No. 2d (ASM2d).
- To enhance the simulation of ammonification, biomass decay, and hydrolysis of particulate and colloidal ON.
Main Methods:
- Developed a new conceptual model for organic nitrogen (ON) conversions, incorporating dissolved (DON), colloidal (CON), and particulate (PON) fractions.
- Combined the new ON model with the Activated Sludge Model No. 2d (ASM2d).
- Utilized field and laboratory data from the "Wschod" Wastewater Treatment Plant (WWTP) in Gdansk, Poland, for model calibration and validation.
Main Results:
- The enhanced ASM2d model accurately predicted dissolved and colloidal ON profiles by adjusting ammonification and hydrolysis rates under various electron acceptor conditions.
- The model successfully simulated the behavior of both inorganic nitrogen (NH4-N, NOX-N) and organic nitrogen (DON, CON) forms in batch experiments.
- Accurate simulation of effluent ON levels remains challenging due to limitations in direct ON measurement analytical methods and insufficient databases for parameterization.
Conclusions:
- The developed conceptual model offers improved simulation capabilities for organic nitrogen dynamics in BNR systems.
- Accurate prediction of effluent ON requires advancements in analytical techniques and the creation of comprehensive, dynamic ON concentration databases.
- Further research is needed to refine models and overcome analytical challenges for precise ON management in wastewater treatment.
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