Abstract
The partial denitrification coupled with Anammox (PDN/A) process enables energy-efficient nitrogen removal by overcoming nitrite and nitrate imbalance. This study compared the performance of PDN/A in a biofilter (BF) and a continuous stirred tank reactor (CSTR), focusing on nitrogen removal rates, microbial activity, and system stability. PDN/A-BF achieved a higher nitrogen removal rate (NRR) of 1.36 ± 0.12 kg-N m-3 d-1 compared to 0.67 ± 0.05 kg-N m-3 d-1 for PDN/A-CSTR. The PDN/A-BF system demonstrated superior Anammox nitrogen removal activity, with contributions of 91.09 ± 10.66 %, while PDN/A-CSTR achieved 72.42 ± 10.09 %. PDN/A-CSTR exhibited better stability under ultra-low substrate conditions, with a TN removal efficiency (TNRE) of 64.8 ± 3.41 % and COD removal efficiency (CODRE) of 58.88 ± 5.51 %. Dominant AnAOB genera included Ca. Brocadia in PDN/A-BF and Ca. Kuenenia in PDN/A-CSTR, with Pseudomonas and Thauera contributing to NO2--N accumulation. PDN/A-BF outperformed PDN/A-CSTR in nitrogen removal efficiency but faced challenges like clogging and biofilm sloughing, and limiting long-term operation. PDN/A-CSTR, while less efficient, showed stable performance under low substrate conditions, making it suitable for low-strength wastewater treatment. Future research should focus on optimizing BF reactor design and exploring moving bio-carriers for CSTR to enhance AnAOB activity and system stability. These findings provide valuable insights for the engineering application of PDN/A in wastewater treatment.
| Original language | English |
|---|---|
| Pages (from-to) | 133304 |
| Number of pages | 1 |
| Journal | Bioresource Technology |
| Volume | 439 |
| DOIs | |
| State | Published - 1 Jan 2026 |
UN SDGs
This output contributes to the following UN Sustainable Development Goals (SDGs)
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SDG 7 Affordable and Clean Energy
Keywords
- Biofilter reactor
- Continuous stirred tank reactor
- Low-strength wastewater
- Nitrogen removal performance
- Sludge morphology
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