Research on DN-PN/A coupled treatment of low ammonia nitrogen electroplating tail water
ZHANG Yu1, LI Jia-yi1, YANG Jun-feng1, ZHOU Song-wei2, WANG Xiao-jun1
1. School of Environment and Energy, South China University of Technology, Guangdong Guangzhou 510006, China; 2. Hua An Biotech Co., Ltd., Guangdong Foshan 528300, China
Abstract:A pilot-scale continuous-flow denitrification partial nitrification-anaerobic ammonia oxidation (Anammox) multi-unit reactor was constructed to treat the electroplating tail wastewater. The pre-denitrification reactor demonstrated total inorganic nitrogen (TIN) and chemical oxygen demand (COD) removal efficiencies of (29.96±10.37)% and (73.33±9.6)%, respectively, with substantial removal of soluble organics to reduce pollutant loads in subsequent processes. The partial nitrification reactor confirmed that the zeolite packing method effectively achieved stable partial nitrification, yielding a nitrogen accumulation rate of (87.73±22.28)%. During long-term operation, it will be affected by scale, and its performance can be restored after scale removal. The Anammox reactor, as the primary nitrogen removal stage, maintained a TIN removal efficiency of (41.25 ± 14.46)% even during partial nitrification instability, relying on the cooperative effects of ammonia-oxidizing bacterium (AOB), denitrifying bacteria (DNB), and anammox bacteria (AnAOB). High-throughput sequencing identified Nitrosomonas (AOB), in the partial nitrification reactor, with a relative abundance of 5.45%, and Candidatus Anammoglobus (AnAOB), with a relative abundance of 25.91%. These findings provide both theoretical and practical foundations for applying the Anammox process in engineering contexts.
[1] Yan X, Zhu C, Huang B, et al. Enhanced nitrogen removal from electroplating tail wastewater through two-staged anoxic-oxic (A/O) process [J]. Bioresource Technology, 2018,247:157-64. [2] Ge S, Wang S, Yang X, et al. Detection of nitrifiers and evaluation of partial nitrification for wastewater treatment: A review [J]. Chemosphere, 2015,140:85-98. [3] Chen J, Wang R, Wang X, et al. Response of nitritation performance and microbial community structure in sequencing biofilm batch reactors filled with different zeolite and alkalinity ratio [J]. Bioresource Technology, 2019,273:487-95. [4] Chen Z, Wang X, Zhou S, et al. Large-scale (500kg N/day) two-stage partial nitritation/anammox (PN/A) process for liquid-ammonia mercerization wastewater treatment: Rapid start-up and long-term operational performance [J]. Journal of Environmental Management, 2023,326:116404. [5] Deng C L, Guo L, Wang X J, et al. Nitritation Performance of Zeolite Moving Bed Biofilm Reactor for Ammonium Wastewater Treatment [J]. Huan Jing Ke Xue, 2022,43(1):409-415. [6] Chen H, Chen Z, Zhou S, et al. Efficient partial nitritation performance of real printed circuit board tail wastewater by a zeolite biological fixed bed reactor [J]. Journal of Water Process Engineering, 2023, 53:103607. [7] Chen Y, Zheng R, Sui Q, et al. Coupling anammox with denitrification in a full-scale combined biological nitrogen removal process for swine wastewater treatment [J]. Bioresource Technology, 2021,329:124906. [8] Qian Y, Chen F, Shen J, et al. Control strategy and performance of simultaneous removal of nitrogen and organic matter in treating swine manure digestate using one reactor with airlift and micro-granule [J]. Bioresource Technology, 2022,355:127199. [9] Qian Y, He S, Chen F, et al. Coupled systems of pre-denitrification and partial nitritation/anammox improved functional microbial structure and nitrogen removal in treating swine manure digestate [J]. Bioresource Technology, 2023,386:129494. [10] Yang Y, Chen Z, Wang X, et al. Partial nitrification performance and mechanism of zeolite biological aerated filter for ammonium wastewater treatment [J]. Bioresource Technology, 2017,241:473-81. [11] The State Environmental Protection Administration. Water and wastewater monitoring and analysis method. Fourth Edition. Beijing: China Environmental Science Press, 2002. [12] Di F, Sui Q W, Chen Y L, et al. Partial nitritation-Anammox process treating magnetic coagulation domestic sewage [J]. China Environmental Science, 2020,40(11):4712-20. [13] Zhou M Y, Peng D C, Han Y, et al. Partial nitrification-anaerobic ammonia oxidation for the treatment of moderately concentrated ammonia-nitrogen wastewater: Effect of intermittent aeration on nitrogen removal performance [J]. China Environmental Science, 2022, 42(3):1120-7. [14] Jiang H, Liu G-H, Ma Y, et al. A pilot-scale study on start-up and stable operation of mainstream partial nitrification-anammox biofilter process based on online pH-DO linkage control [J]. Chemical Engineering Journal, 2018,350:1035-42. [15] Zheng Z, Huang S, Bian W, et al. Enhanced nitrogen removal of the simultaneous partial nitrification, anammox and denitrification (SNAD) biofilm reactor for treating mainstream wastewater under low dissolved oxygen (DO) concentration [J]. Bioresource Technology, 2019,283:213-20. [16] Kim J-H, Guo X, Park H-S. Comparison study of the effects of temperature and free ammonia concentration on nitrification and nitrite accumulation [J]. Process Biochemistry, 2008,43(2):154-60. [17] Meng J, Hu Z, Wang Z, et al. Determining Factors for Nitrite Accumulation in an Acidic Nitrifying System: Influent Ammonium Concentration, Operational pH, and Ammonia-Oxidizing Community [J]. Environmental Science & Technology, 2022,56(16):11578-88. [18] Duan H, Ye L, Lu X, et al. Overcoming Nitrite Oxidizing Bacteria Adaptation through Alternating Sludge Treatment with Free Nitrous Acid and Free Ammonia [J]. Environmental Science & Technology, 2019,53(4):1937-46. [19] Nhu Hien N, Van Tuan D, Nhat P T, et al. Application of Oxygen Limited Autotrophic Nitritation/Denitrification (OLAND) for anaerobic latex processing wastewater treatment [J]. International Biodeterioration & Biodegradation, 2017,124:45-55. [20] Zhang Z Y. Emission standard of pollutants for electroplating, F, 2008[C]. [21] Wang X, Luo Y L, Deng W W, et al. The 3D-EEM characteristics of DOM in high arsenic groundwater of Kuitun, Xinjiang [J]. China Environmental Science, 2020,40(11):4974-81. [22] Zhu J, Zou N, Zhong H, et al. Spatiotemporal characteristics and its environmental application of dissolved organic matter (DOM) in sediments from Chaohu Lake, a eutrophic lake [J]. Huanjing Kexue Xuebao, 2020,40(7):2528-2538. [23] Bi R, Xu X, Zhan L, et al. Proper organic substitution attenuated both N2O and NO emissions derived from AOB in vegetable soils by enhancing the proportion of Nitrosomonas [J]. Science of The Total Environment, 2023,866:161231. [24] Cui Y, Gao J, Wu Z, et al. Inhibition of Nitrospira and Nitrotoga by paracetamol achieved the rapid start-up and long-term stable operation of partial nitrification for low-strength ammonium wastewater [J]. Chemical Engineering Journal, 2023,454:140139. [25] Wu L, Shen M, Li J, et al. Cooperation between partial-nitrification, complete ammonia oxidation (comammox), and anaerobic ammonia oxidation (anammox) in sludge digestion liquid for nitrogen removal [J]. Environmental Pollution, 2019,254:112965. [26] Deng Z, Chen Y, Zhang C, et al. Improving nitrogen removal performance from rare earth wastewater via partial denitrification and anammox process with Fe(II) amendment [J]. Journal of Water Process Engineering, 2024,60:105131. [27] Gao D, Li Y, Liang H. Biofilm carriers for anaerobic ammonium oxidation: Mechanisms, applications, and roles in mainstream systems [J]. Bioresource Technology, 2022,353:127115.