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通过控制缺氧和缩短污泥停留时间,序批式反应器中的同步硝化反硝化除磷。

Simultaneous partial nitrification, denitrification, and phosphorus removal in sequencing batch reactors via controlled reduced aeration and short-term sludge retention time decrease.

机构信息

School of Environment, Henan Normal University, Key Laboratory for Yellow River and Huai River Water Environment and Pollution Control, Ministry of Education, Henan Key Laboratory for Environmental Pollution Control, Xinxiang, 453007, People's Republic of China.

School of Environment, Henan Normal University, Key Laboratory for Yellow River and Huai River Water Environment and Pollution Control, Ministry of Education, Henan Key Laboratory for Environmental Pollution Control, Xinxiang, 453007, People's Republic of China.

出版信息

J Environ Manage. 2023 Oct 15;344:118598. doi: 10.1016/j.jenvman.2023.118598. Epub 2023 Jul 20.


DOI:10.1016/j.jenvman.2023.118598
PMID:37480636
Abstract

Simultaneous bio-treatment processes of organic carbon (C)-, nitrogen (N)-, and phosphorus (P)-containing wastewater are challenged by insufficient carbon sources in the effluent. In the present study, two parallel anaerobic/aerobic sequencing batch reactors (R-1 and R-2) treating low C/N (≤4) wastewater were employed using different partial nitrification start-up strategies, controlled reduced aeration, and decreased sludge retention time. Advanced removal efficiencies for NH-N (≥96%), total nitrogen (TN, ≥86%), PO-P (≥95%), and COD (≥91%) were realized, with TN and PO-P effluent concentrations of 10.0 ± 3.5 and 0.11 ± 0.3 mg/L in R-1 and 9.28 ± 4.0 and 0.11 ± 0.1 mg/L in R-2, respectively. Higher nitrite accumulation rate (nearly 100%) and TN (121.1 ± 0.7 mg TN/g VSS·d) and P (12.5 ± 0.6 mg PO-P/g VSS·d) removal loadings were obtained in R-2 by a thorough elimination of nitrite-oxidizing bacteria. Moreover, different microbial structures and nutrient removal pathways were identified. Denitrifying glycogen-accumulating organisms (Candidatus Competibacter) and phosphorus-accumulating organisms (PAOs) (Tetrasphaera) removed N and P with partial nitrification-endogenous denitrification pathways and aerobic P removal in R-1. In R-2, aerobic denitrifying bacteria (Psychrobacter) and PAOs ensured N and P removal through the partial nitrification-aerobic denitrification and aerobic P removal pathways. Compared to R-1, R-2 offers greater efficiency, convenience, and scope to further reduce carbon-source demand.

摘要

同时处理含碳(C)、氮(N)和磷(P)废水的生物处理工艺受到废水中碳源不足的挑战。在本研究中,使用不同的部分硝化启动策略、控制减少曝气和减少污泥停留时间,采用两个平行的厌氧/好氧序批式反应器(R-1 和 R-2)处理低 C/N(≤4)废水。实现了 NH-N(≥96%)、总氮(TN,≥86%)、PO-P(≥95%)和 COD(≥91%)的高级去除效率,R-1 的 TN 和 PO-P 出水中的浓度分别为 10.0±3.5 和 0.11±0.3 mg/L,R-2 中的浓度分别为 9.28±4.0 和 0.11±0.1 mg/L。通过彻底消除亚硝酸盐氧化菌,R-2 获得了更高的亚硝酸盐积累率(接近 100%)和 TN(121.1±0.7 mg TN/g VSS·d)和 P(12.5±0.6 mg PO-P/g VSS·d)去除负荷。此外,还确定了不同的微生物结构和养分去除途径。反硝化糖原积累菌(Candidatus Competibacter)和聚磷菌(PAO)(Tetrasphaera)在 R-1 中通过部分硝化-内源性反硝化途径和好氧 P 去除来去除 N 和 P。在 R-2 中,好氧反硝化菌(Psychrobacter)和 PAO 通过部分硝化-好氧反硝化和好氧 P 去除途径确保 N 和 P 的去除。与 R-1 相比,R-2 提供了更高的效率、便利性和进一步降低碳源需求的范围。

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