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Updated: Apr 22, 2026

A Novel Bioreactor for High Density Cultivation of Diverse Microbial Communities
Published on: December 25, 2015
Modeling nitrogen removal with partial nitritation and anammox in one floc-based sequencing batch reactor
Bing-Jie Ni1, Adriano Joss2, Zhiguo Yuan1
1Advanced Water Management Centre, The University of Queensland, St. Lucia, Queensland 4072, Australia.
This study uses a mathematical model to understand how to reliably remove nitrogen in wastewater treatment. It identifies key operating conditions, like dissolved oxygen and sludge age, to outcompete unwanted bacteria and maintain high anammox activity.
Area of Science:
- Environmental Engineering
- Microbial Ecology
- Wastewater Treatment
Background:
- Full-scale application of partial nitritation and anammox in floc-based sequencing batch reactors (SBRs) enables high-rate nitrogen removal.
- Mechanisms ensuring reliable operation and out-competition of nitrite-oxidizing bacteria (NOB) remain poorly understood.
- Understanding microbial dynamics is crucial for optimizing nitrogen removal processes.
Purpose of the Study:
- To calibrate and validate a mathematical model for evaluating operating conditions in partial nitritation/anammox SBRs.
- To identify conditions that out-compete NOB and maintain high anammox activity during long-term operation.
- To gain insights into microbial population dynamics and nitrogen removal performance.
Main Methods:
- A mathematical model was developed and validated using experimental data from two full-scale floc-based SBRs.
- The model simulated SBR cycle profiles and long-term dynamic data under continuous and intermittent aeration strategies.
- Analysis focused on dissolved oxygen (DO) levels, sludge age, and microbial population shifts.
Main Results:
- Simultaneous ammonium oxidation and anammox occurred at DO levels of 0.15-0.3 mg O2 L⁻¹ under continuous aeration.
- Excess oxygen supply beyond ammonium oxidizer (AOB) demand promoted NOB growth, competing with anammox for nitrite.
- High anammox fractions were maintained by controlling sludge age (>40 days) and DO (~0.2 mg O2 L⁻¹), facilitating NOB washout.
Conclusions:
- The model accurately described SBR performance and provided insights into microbial dynamics.
- Continuous aeration simplifies process control compared to intermittent aeration for nitrogen removal.
- Nitrogen removal in SBRs can occur via alternating or simultaneous nitritation/anammox, suggesting flexible SBR-cycle configurations.
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