In a quest for high-efficiency mainstream partial nitritation-anammox (PN/A) implementation: One-stage or two-stage?

被引:12
|
作者
Cao, Shenbin [1 ,2 ,6 ]
Koch, Konrad [2 ]
Duan, Haoran [3 ]
Wells, George F. [4 ]
Ye, Liu [3 ]
Zhao, Yingfen [3 ]
Du, Rui [1 ,5 ]
机构
[1] Beijing Univ Technol, Natl Engn Lab Adv Municipal Wastewater Treatment &, Beijing 100124, Peoples R China
[2] Tech Univ Munich, Chair Urban Water Syst Engn, Coulombwall 3, D-85748 Garching, Germany
[3] Univ Queensland, Sch Chem Engn, St Lucia, Qld 4072, Australia
[4] Northwestern Univ, Dept Civil & Environm Engn, Evanston, IL 60208 USA
[5] Karlsruhe Inst Technol, Engler Bunte Inst, Water Chem & Water Technol, D-76131 Karlsruhe, Germany
[6] Beijing Univ Technol, Coll Architecture & Civil Engn, Fac Architecture, Civil & Transportat Engn FACTE, Beijing 100124, Peoples R China
基金
中国国家自然科学基金;
关键词
Mainstream anammox; Municipal wastewater; One-stage PN; A; Two-stage PN; Effluent quality; Nitrogen removal rate (NRR); AUTOTROPHIC NITROGEN REMOVAL; MUNICIPAL WASTE-WATER; PARTIAL DENITRIFICATION (PD)-ANAMMOX; SIMULTANEOUS PARTIAL NITRIFICATION; PERFORMING PARTIAL NITRITATION; AMMONIUM OXIDIZING BACTERIA; LOW-TEMPERATURE; FULL-SCALE; START-UP; SEWAGE-TREATMENT;
D O I
10.1016/j.scitotenv.2023.163540
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
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 config-uration (one-stage system) or two separately dedicated reactors configurations (two-stage system) were ex-plored 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 pro-cesses 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 chal-lenge 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 ni-trogen removal rate (NRR). Introducing denitrification into anammox system was found to be necessary to im-prove 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 con-sumed 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 applica-tion potential of high efficiency and economic benefits towards mainstream implementation.
引用
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页数:11
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