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- Publisher Website: 10.1016/j.scitotenv.2023.163540
- Scopus: eid_2-s2.0-85153672223
- PMID: 37086997
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Article: In a quest for high-efficiency mainstream partial nitritation-anammox (PN/A) implementation: One-stage or two-stage?
| Title | In a quest for high-efficiency mainstream partial nitritation-anammox (PN/A) implementation: One-stage or two-stage? |
|---|---|
| Authors | |
| Keywords | Effluent quality Mainstream anammox Municipal wastewater Nitrogen removal rate (NRR) One-stage PN/A Two-stage PN/A |
| Issue Date | 2023 |
| Citation | Science of the Total Environment, 2023, v. 883, article no. 163540 How to Cite? |
| Abstract | Partial nitritation-anammox (PN/A) process is known as an energy-efficient technology for wastewater nitrogen removal, which possesses a great potential to bring wastewater treatment plants close to energy neutrality with reduced carbon footprint. To achieve this goal, various PN/A processes implemented in a single reactor configuration (one-stage system) or two separately dedicated reactors configurations (two-stage system) were explored over the past decades. Nevertheless, large-scale implementation of these PN/A processes for low-strength municipal wastewater treatment has a long way to go owing to the low efficiency and effectiveness in nitrogen removal. In this work, we provided a comprehensive analysis of one-stage and two-stage PN/A processes with a focus on evaluating their engineering application potential towards mainstream implementation. The difficulty for nitrite-oxidizing bacteria (NOB) out-selection was revealed as the critical operational challenge to achieve the desired effluent quality. Additionally, the operational strategies of low oxygen commonly adopted in one-stage systems for NOB suppression and facilitating anammox bacteria growth results in a low nitrogen removal rate (NRR). Introducing denitrification into anammox system was found to be necessary to improve the nitrogen removal efficiency (NRE) by reducing the produced nitrate with in-situ utilizing the organics from wastewater itself. However, this may lead to part of organics oxidized with additional oxygen consumed in one-stage system, further compromising the NRR. By applying a relatively high dissolved oxygen in PN reactor with residual ammonium control, and followed by a granules-based anammox reactor feeding with a small portion of raw municipal wastewater, it appeared that two-stage system could achieve a good effluent quality as well as a high NRR. In contrast to the widely studied one-stage system, this work provided a unique perspective that more effort should be devoted to developing a two-stage PN/A process to evaluate its application potential of high efficiency and economic benefits towards mainstream implementation. |
| Persistent Identifier | http://hdl.handle.net/10722/368733 |
| ISSN | 2023 Impact Factor: 8.2 2023 SCImago Journal Rankings: 1.998 |
| DC Field | Value | Language |
|---|---|---|
| dc.contributor.author | Cao, Shenbin | - |
| dc.contributor.author | Koch, Konrad | - |
| dc.contributor.author | Duan, Haoran | - |
| dc.contributor.author | Wells, George F. | - |
| dc.contributor.author | Ye, Liu | - |
| dc.contributor.author | Zhao, Yingfen | - |
| dc.contributor.author | Du, Rui | - |
| dc.date.accessioned | 2026-01-16T02:37:50Z | - |
| dc.date.available | 2026-01-16T02:37:50Z | - |
| dc.date.issued | 2023 | - |
| dc.identifier.citation | Science of the Total Environment, 2023, v. 883, article no. 163540 | - |
| dc.identifier.issn | 0048-9697 | - |
| dc.identifier.uri | http://hdl.handle.net/10722/368733 | - |
| dc.description.abstract | Partial nitritation-anammox (PN/A) process is known as an energy-efficient technology for wastewater nitrogen removal, which possesses a great potential to bring wastewater treatment plants close to energy neutrality with reduced carbon footprint. To achieve this goal, various PN/A processes implemented in a single reactor configuration (one-stage system) or two separately dedicated reactors configurations (two-stage system) were explored over the past decades. Nevertheless, large-scale implementation of these PN/A processes for low-strength municipal wastewater treatment has a long way to go owing to the low efficiency and effectiveness in nitrogen removal. In this work, we provided a comprehensive analysis of one-stage and two-stage PN/A processes with a focus on evaluating their engineering application potential towards mainstream implementation. The difficulty for nitrite-oxidizing bacteria (NOB) out-selection was revealed as the critical operational challenge to achieve the desired effluent quality. Additionally, the operational strategies of low oxygen commonly adopted in one-stage systems for NOB suppression and facilitating anammox bacteria growth results in a low nitrogen removal rate (NRR). Introducing denitrification into anammox system was found to be necessary to improve the nitrogen removal efficiency (NRE) by reducing the produced nitrate with in-situ utilizing the organics from wastewater itself. However, this may lead to part of organics oxidized with additional oxygen consumed in one-stage system, further compromising the NRR. By applying a relatively high dissolved oxygen in PN reactor with residual ammonium control, and followed by a granules-based anammox reactor feeding with a small portion of raw municipal wastewater, it appeared that two-stage system could achieve a good effluent quality as well as a high NRR. In contrast to the widely studied one-stage system, this work provided a unique perspective that more effort should be devoted to developing a two-stage PN/A process to evaluate its application potential of high efficiency and economic benefits towards mainstream implementation. | - |
| dc.language | eng | - |
| dc.relation.ispartof | Science of the Total Environment | - |
| dc.subject | Effluent quality | - |
| dc.subject | Mainstream anammox | - |
| dc.subject | Municipal wastewater | - |
| dc.subject | Nitrogen removal rate (NRR) | - |
| dc.subject | One-stage PN/A | - |
| dc.subject | Two-stage PN/A | - |
| dc.title | In a quest for high-efficiency mainstream partial nitritation-anammox (PN/A) implementation: One-stage or two-stage? | - |
| dc.type | Article | - |
| dc.description.nature | link_to_subscribed_fulltext | - |
| dc.identifier.doi | 10.1016/j.scitotenv.2023.163540 | - |
| dc.identifier.pmid | 37086997 | - |
| dc.identifier.scopus | eid_2-s2.0-85153672223 | - |
| dc.identifier.volume | 883 | - |
| dc.identifier.spage | article no. 163540 | - |
| dc.identifier.epage | article no. 163540 | - |
| dc.identifier.eissn | 1879-1026 | - |
