|
|
Enhance nitrogen and phosphorus removal via endogenous denitrification of aerobic granular sludge by directional regulation of electron acceptor |
LI Dong1, LI Yu-meng1, JIANG Peng-fei1, WANG Tian-shuo1, ZHANG Jie1,2 |
1. Key Laboratory of Beijing Water Quality Science and Water Environment Recovery Engineering, Beijing University of Technology, Beijing 100124, China; 2. State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150090, China |
|
|
Abstract In order to strengthen endogenous denitrification and enhance the efficient utilization of limited carbon sources, in this study, one anaerobic/aerobic/anoxic (A/O/A) sequencing batch reactor and three groups of anaerobic/two-stage short-time aerobic/anoxic (A/(O/A)2) sequencing batch reactors with different aerobic time allocations were implemented to assess sludge granularity and the enrichment of denitrifying glycogen accumulating organisms (DGAOs) across directional regulation of electron acceptor. The findings indicated that the aerobic granular sludge in the two-stage short-time aerobic/anoxic reactor exhibited a more compact structure, superior sedimentation performance, increased availability of electron acceptors in both anoxic and aerobic phases. Furthermore, the capability of DGAOs to accumulate endogenous carbon sources was enhanced. The competition between denitrifying polyphosphate accumulating organisms (DPAOs) and DGAOs for carbon sources reached an equilibrium state within the system. Consequently, the system demonstrated heightened endogenous denitrification and nitrogen removal rates, thereby achieving profound nitrogen and phosphorus removal. Notably, among these reactors, R2, featuring a two-stage short aerobic time allocation of 60minutes in the initial segment and 30minutes in the subsequent segment, exhibited optimal denitrification and phosphorus removal efficacy. This reactor displayed the highest content of DGAOs and superior particle settling performance. During the stable operational phase, R2achieved removal rates of 90.52%, 85.71%, and 92.73% for COD, TN, and TP, respectively. Additionally, the endogenous denitrification efficiency reached 58.59%, underscoring its commendable pollutant removal capabilities.
|
Received: 05 March 2024
|
|
|
|
|
[1] Ma J W, Ji Y N, Fu Z D, et al. Performance of anaerobic/oxic/anoxic simultaneous nitrification, denitrification and phosphorus removal system overwhelmingly dominated by Candidatus_Competibacter: Effect of aeration time [J]. Bioresource Technology, 2023,384:129312. [2] Zhao J, Wang X X, Li X Y, et al. Combining partial nitrification and post endogenous denitrification in an EBPR system for deep-level nutrient removal from low carbon/nitrogen (C/N) domestic wastewater [J]. Chemosphere, 2018,210:19-28. [3] Zhao J, Wang X X, Li X Y, et al. Improvement of partial nitrification endogenous denitrification and phosphorus removal system: Balancing competition between phosphorus and glycogen accumulating organisms to enhance nitrogen removal without initiating phosphorus removal deterioration [J]. Bioresource Technology, 2019,281:382-391. [4] Liu J, Ka-Lung L, Zhang Z, et al. Correlation between aeration time in aerobic granular sludge reactors with the production of bioactive polysaccharides and microbial communities [J]. Resources, Conservation and Recycling, 2024,203:107408. [5] 张杰,杨杰,李冬,等.AOA-O模式下好氧颗粒污泥同步硝化内源反硝化除磷[J]. 中国环境科学, 2023,43(10):5226-5234. Zhang J, Yang J, Li D, et al. Simultaneous nitrification and phosphorus removal of aerobic granular sludge in AOA-O mode [J]. China Environmental Science, 2023,43(10):5226-5234. [6] He Q L, Zhang S L, Zou Z C, et al. Unraveling characteristics of simultaneous nitrification, denitrification and phosphorus removal (SNDPR) in an aerobic granular sequencing batch reactor [J]. Bioresource Technology, 2016,220:651-655. [7] Lin Y A, Sun Y W, Zhang L Y, et al. Balancing denitrifying phosphorus-accumulating organisms and denitrifying glycogen- accumulating organisms for advanced nitrogen and phosphorus removal from municipal wastewater [J]. Bioresource Technology, 2023, 369:128444. [8] 李冬,王歆鑫,张玉君,等.联合厌氧/微好氧的A/(O/A)_n强化好氧颗粒污泥脱氮除磷[J]. 中国环境科学, 2022,42(8):3674-3682. Li D, Wang X X, Zhang Y J, et al. Anaerobic/microaerobic combined with A/(O/A)n to enhance nitrogen and phosphorus removal of aerobic granular sludge [J]. China Environmental Science, 2022,42(8):3674- 3682. [9] 周倩,张林,唐溪,等.基于DGAOs富集的内碳源短程硝化反硝化工艺特性[J]. 中国环境科学, 2021,41(12):5673-5679. Zhou Q, Zhang L, Tang X, et al. Short-cut nitrification and denitrification process characteristics of internal carbon source based on DGAOs enrichment [J]. China Environmental Science, 2021,41(12):5673-5679. [10] Wang X X, Wang S Y, Xue T L, et al. Treating low carbon/nitrogen (C/N) wastewater in simultaneous nitrification-endogenous denitrification and phosphorous removal (SNDPR) systems by strengthening anaerobic intracellular carbon storage [J]. Water Research, 2015,77:191-200. [11] 何彤晖,于德爽,赵骥,等.PDPR-PN系统处理低C/N城市废水与亚硝废水的运行特性[C]//中国环境科学学会2021年科学技术年会-环境工程技术创新与应用分会场论文文集, 2021:30-36. He T H, Yu D S, Zhao J, et al. Operation characteristics of a PDPR-PN system treating low C/N municipal wastewater and nitrite-contained sewage [C]//China Academic Journal Electronic Publishing House, 2021:30-36. [12] 张斌,邱志刚,薛斌,等.聚糖菌颗粒污泥的反硝化特性与微生物群落分布[J]. 应用与环境生物学报, 2014,20(4):551-557. Zhang B, Qiu Z G, Xue B, et al. Denitrification characteristics and community distribution of glycogen accumulating organism granules [J]. Chinese Journal of Applied Environmental Biolgy, 2014,20(4): 551-557. [13] 王景峰.聚糖菌微生物聚集体反硝化特性与微生物生态学解析[C]//中国环境科学学会学术年会论文集, 2013,6522-6531. Wang J F. Denitrification characteristics and microbial ecology analysis of microbial aggregates of glycan bacteria [C]//Proceedings of the annual Conference of the Chinese Society of Environmental Sciences, 2013,6522-6531. [14] He Q L, Yan X H, Fu Z D, et al. Rapid start-up and stable operation of an aerobic/oxic/anoxic simultaneous nitrification, denitrification, and phosphorus removal reactor with no sludge discharge [J]. Bioresource Technology, 2022,362:127777. [15] Rubio-Rincón F J, Lopez-Vazquez C M, Welles L, et al. Cooperation between Candidatus Competibacter and Candidatus Accumulibacter clade I, in denitrification and phosphate removal processes [J]. Water Research, 2017,120:156-164. [16] He Q L, Song J Y, Zhang W, et al. Enhanced simultaneous nitrification, denitrification and phosphorus removal through mixed carbon source by aerobic granular sludge [J]. Journal of Hazardous Materials, 2020, 382:121043. [17] 巩有奎,李剑慧,李美玲,等.不同碳源驯化聚糖菌反硝化及N2O释放特性[J]. 中国给水排水, 2021,37(5):17-25. Gong Y K, Li J H, Li M L, et al. Characteristics of denitrification and N2O emission of acclimated glycogen accumulating organisms under different carbon sources [J]. China Water & Wastewater, 2021,37(5): 17-25. [18] Wang D Q, Nicholas B. Tooker, Varun Srinivasan, et al. Side-stream enhanced biological phosphorus removal (S2EBPR) process improves system performance - A full-scale comparative study [J]. Water Research, 2019,167:115109. [19] Chen W, Westerhoff P, Booksh K, et al. Matrix regional integration to quantify spectra for dissolved organic matter [J]. Environmental Science Technology, 2003,37:5701-5710. [20] Li D, Yang J W, Li Y, et al. Research on rapid cultivation of aerobic granular sludge (AGS) with different feast-famine strategies in continuous flow reactor and achieving high-level denitrification via utilization of soluble microbial product (SMP) [J]. Science of the Total Environment, 2021,786:147237. [21] Dan Q P, Peng Y Z, Wang B, et al. Side-stream phosphorus famine selectively strengthens glycogen accumulating organisms (GAOs) for advanced nutrient removal in an anaerobic-aerobic-anoxic system [J]. Chemical Engineering Journal, 2021,420:129554. |
|
|
|