In a quest for high-efficiency mainstream partial nitritation-anammox (PN/A) implementation: One-stage or two-stage?
Shenbin Cao1, Konrad Koch2, Haoran Duan3
1National Engineering Laboratory for Advanced Municipal Wastewater Treatment and Reuse Technology, Beijing University of Technology, Beijing 100124, China; Chair of Urban Water Systems Engineering, Technical University of Munich, Am Coulombwall 3, 85748 Garching, Germany; College of Architecture and Civil Engineering, Faculty of Architecture, Civil and Transportation Engineering (FACTE), Beijing University of Technology, Beijing, 100124, China.
The two-stage partial nitritation-anammox (PN/A) process shows greater potential for efficient wastewater nitrogen removal than one-stage systems. Optimizing oxygen levels and reactor design is key for mainstream implementation of PN/A technology.
Area of Science:
- Environmental Engineering
- Biotechnology
- Water Treatment
Background:
- Partial nitritation-anammox (PN/A) is an energy-efficient wastewater nitrogen removal technology with potential for energy-neutral treatment plants.
- Current PN/A processes, in one-stage or two-stage configurations, face challenges in large-scale implementation for low-strength municipal wastewater due to low efficiency.
- Achieving desired effluent quality is hindered by difficulties in out-selecting nitrite-oxidizing bacteria (NOB).
Purpose of the Study:
- To comprehensively analyze one-stage and two-stage PN/A processes.
- To evaluate the engineering application potential of PN/A systems for mainstream wastewater treatment.
- To identify critical operational challenges and propose strategies for improved nitrogen removal.
Main Methods:
- Comparative analysis of one-stage and two-stage PN/A process configurations.
- Evaluation of operational strategies, including oxygen levels and reactor design.
- Assessment of nitrogen removal efficiency (NRE) and nitrogen removal rate (NRR).
Main Results:
- Out-selection of NOB is a critical challenge affecting effluent quality.
- Low oxygen strategies in one-stage systems limit NRR.
- A two-stage system with high dissolved oxygen in the PN reactor and a granular anammox reactor achieved high NRR and good effluent quality.
Conclusions:
- Two-stage PN/A systems offer a promising approach for high efficiency and economic benefits in mainstream wastewater treatment.
- Further development of two-stage PN/A processes is recommended for large-scale application.
- Optimizing operational parameters like oxygen levels and reactor configuration is crucial for successful PN/A implementation.
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