[1] KARTAL B, KUENEN J G, VAN L M. Engineering sewage treatment with anammox[J]. Science, 2010, 328(5979): 702-703. doi: 10.1126/science.1185941
[2] LACKNER S, GILBERT E M, VLAEMINCK S E, et al. Full-scale partial nitritation/anammox experiences--an application survey[J]. Water Research, 2014, 55: 292-303. doi: 10.1016/j.watres.2014.02.032
[3] ZHANG M, WANG X, ZHANG D, et al. Food waste hydrolysate as a carbon source to improve nitrogen removal performance of high ammonium and high salt wastewater in a sequencing batch reactor[J]. Bioresource Technology, 2022, 349: 126855. doi: 10.1016/j.biortech.2022.126855
[4] 吕心涛. 游离氨(FA)和游离亚硝酸(FNA)对亚硝酸盐氧化菌(NOB)活性的影响试验研究[D]. 兰州: 兰州交通大学, 2017.
[5] CAO Y, VAN L. Mainstream partial nitritation-anammox in municipal wastewater treatment: status, bottlenecks, and further studies[J]. Applied Microbiology and Biotechnology, 2017, 101(4): 1365-1383. doi: 10.1007/s00253-016-8058-7
[6] 姚仁达, 苑泉, 王凯军. 底物流加-间歇运行方式下氨氧化细菌富集培养的效果及影响因素分析[J]. 环境工程学报, 2020, 14(4): 925-934. doi: 10.12030/j.cjee.201907043
[7] MANDELKER D R, HEETER D. Novel nitrospira-like bacteria as dominant nitrite-oxidizers in biofilms from wastewater treatment plants: diversity and in situ physiology[J]. Journal of the Physical Society of Japan, 2000, 41(4): 85-90.
[8] CAPODICI M, CORSINO S F, TRAPANI D D, et al. Achievement of partial nitrification under different carbon-to-nitrogen ratio and ammonia loading rate for the co-treatment of landfill leachate with municipal wastewater[J]. Biochemical Engineering Journal, 2019, 149: 107229. doi: 10.1016/j.bej.2019.05.006
[9] BRENNAN R B, CLIFFORD E, DEVROEDT C, et al. Treatment of landfill leachate in municipal wastewater treatment plants and impacts on effluent ammonium concentrations[J]. Environment Management, 2017, 188: 64-72.
[10] SIRIPONG S, RITTMANN B E. Diversity study of nitrifying bacteria in full-scale municipal wastewater treatment plants[J]. Water Research, 2007, 41(5): 1110-20. doi: 10.1016/j.watres.2006.11.050
[11] BLACKBURNE R, YUAN Z, KELLER J. Demonstration of nitrogen removal via nitrite in a sequencing batch reactor treating domestic[J]. Water Research, 2007, 42: 2166-2176.
[12] DONG W, LU G, YAN L, et al. Characteristics of pellets with immobilized activated sludge and its performance in increasing nitrification in sequencing batch reactors at low temperatures[J]. Chinese Journal of Environment Science (China), 2016, 42: 202-209. doi: 10.1016/j.jes.2015.09.002
[13] PARK H D, NOGUERA D R. Characterization of two ammonia oxidizing bacteria isolated from reactors operated with low dissolved oxygen concentrations[J]. Applied and Environmental Microbiology, 2007, 102(5): 1401-1417. doi: 10.1111/j.1365-2672.2006.03176.x
[14] SCHRAMM A, BEER D, VAN D H. Microscale distribution of populations and activities of Nitrosospira and Nitrospira spp. along a macroscale gradient in a nitrifying bioreactor: quantification by in situ hybridization and the use of microsensors[J]. Applied and Environmental Microbiology, 1999, 65(8): 3690-3696. doi: 10.1128/AEM.65.8.3690-3696.1999
[15] SIRIPONG S, RITTMANN B. Diversity study of nitrifying bacteria in full-scale municipal wastewater treatment plants[J]. Water Research, 2006, 41(5): 1110-1120.
[16] SU Y, PENG Y, WANG J, et al. Rapid enrichment of anammox bacteria and transformation to partial denitrification/anammox with nitrification/denitrification sludge[J]. The Science of the Total Environment, 2022, 856(1): 158973.
[17] ZHENG M, WANG Z, MENG J, et al. Inactivation kinetics of nitrite-oxidizing bacteria by free nitrous acid[J]. The Science of the Total Environment, 2020, 752: 141876.
[18] NOWKA B, DAIMS H, SPIECK E. Comparison of oxidation kinetics of nitrite-oxidizing bacteria[J]. Applied and Environmental Microbiology, 2015, 81: 745-753. doi: 10.1128/AEM.02734-14
[19] GUISASOLA A, JUBANY I, BAEZA J A, et al. Respirometric estimation of the oxygen affinity constants for biological ammonium and nitrite oxidation[J]. Journal of Chemical Technology & Biotechnology Biotechnology, 2010, 80(4): 388-396.
[20] TROUS M M, KUENEN J G, JETTEN M. Key physiology of anaerobic ammoniumoxidation.[J]. Applied and Environmental Microbiology, 1999, 65(7): 3248-3250. doi: 10.1128/AEM.65.7.3248-3250.1999
[21] VADIVELU V M, YUAN Z G, FUX C, et al. The inhibitory effects of free nitrous acid on the energy generation and growth processes of an enriched Nitrobacter culture[J]. Environment Science of Technology, 40(14): 4442– 4448.
[22] WETT B, OMARI A, PODMIRSEG S M, et al. Going for mainstream deammonification from bench to full-scale for maximized resource efficiency[J]. Water Science of Technology, 58(6): 1155–1171
[23] CAO S, KOCH K, DU R, et al. Toward Mainstream Anammox by Integrating Sidestream Treatment[J]. Environment Science of Technology, 2022, 56(15): 10553-10556. doi: 10.1021/acs.est.2c03256
[24] 刘文龙. 城市污水主流厌氧氨氧化连续流工艺的脱氮除磷效能研究[D]. 哈尔滨: 哈尔滨工业大学, 2019.
[25] OSHIKI M, SHIMOKAWA M, FUJII N, et al. Physiological characteristics of the anaerobic ammonium-oxidizing bacterium candidatus brocadia sinica[J]. Microbiology Reading, 2011, 157(Pt 6): 1706-1713.
[26] STAR W, MICLEA A I, DONGEN U, et al. The membrane bioreactor: a novel tool to grow anammox bacteria as free cells[J]. Biotechnology and Bioengineering, 2008, 101(2): 286-294. doi: 10.1002/bit.21891
[27] ALICE M, OSHIKI M, AWATA T, et al. Physiological characterization of anaerobic ammonium oxidizing bacterium “ Candidatus Jettenia caeni”[J]. Environmental Microbiology, 2014, 17(6): 2172-2189.
[28] WANG Z Y, ZHENG M, HU Z T, et al. Unravelling adaptation of nitrite-oxidizing bacteria in mainstream PN/A process: Mechanisms and counter-strategies[J]. Water Research, 2021, 200: 117239. doi: 10.1016/j.watres.2021.117239
[29] CUI B, YANG Q, LIU X, et al. The effect of dissolved oxygen concentration on long-term stability of partial nitrification process[J]. Chinese Journal of Environment Science, 2020, 90: 343-351. doi: 10.1016/j.jes.2019.12.012
[30] 包鹏,王淑莹,马斌,等. 不同溶解氧间歇曝气对亚硝酸盐氧化菌的影响[J]. 中国环境科学, 2016, 36(9): 2696-2702.
[31] QIU J G, LI X Y, PENG Y Z, et al. Advanced nitrogen removal from landfill leachate via a two-stage combined process of partial nitrification-Anammox (PNA) and partial denitrification-Anammox (PDA)[J]. Science of the Total Environment, 2021, 80: 151186.
[32] MIAO Y, ZHANG L, YANG Y, et al. Start-up of single-stage partial nitrification-anammox process treating low-strength swage and its restoration from nitrate accumulation[J]. Bioresource Technology, 2016, 218: 771-9. doi: 10.1016/j.biortech.2016.06.125
[33] YUAN Y, XIE Y Y, XU P L. Verification of inhibition effects of anoxic/aerobic alternation on NOB in nitrosation system under mainstream conditions[J]. Journal of Water Process Engineering, 2022, 45: 1012.
[34] 李剑宇, 王少坡, 邱春生, 等. PN/A技术应用于城市污水主流处理的挑战与实践[J]. 水处理技术, 2020, 46(11): 24-30. doi: 10.16796/j.cnki.1000-3770.2020.11.005
[35] CAO L J, YAN W, YU L, et al. Challenges of THP-AD centrate treatment using partial nitritation-anammox (PN/A) - inhibition, biomass washout, low alkalinity, recalcitrant and more[J]. Water Research, 2021, 117(5): 555.
[36] LI J, LI J, GAO R, et al. A critical review of one-stage anammox processes for treating industrial wastewater: Optimization strategies based on key functional microorganisms[J]. Bioresource Technology, 2018, 265: 498-505. doi: 10.1016/j.biortech.2018.07.013
[37] WANG Z, ZHANG L, ZHANG F, et al. Nitrite accumulation in comammox-dominated nitrification-denitrification reactors: effects of DO concentration and hydroxylamine addition[J]. Hazardous Materials, 2020, 384: 121375. doi: 10.1016/j.jhazmat.2019.121375
[38] CAO Y S, KWOK B H, YAN Z, et al. 新加坡最大回用水处理厂污水短程硝化厌氧氨氧化脱氮工艺[J]. 北京工业大学学报, 2015, 41(10): 1441-1454. doi: 10.11936/bjutxb2014120074
[39] HUBAUX N, WELLS G, MORGENROTH E. Impact of coexistence of flocs and biofilm on performance of combined nitritation-anammox granular sludge reactors[J]. Water Research, 2015, 68: 127-39. doi: 10.1016/j.watres.2014.09.036
[40] 高佳琦. 主流条件下多重调控抑制NOB的模拟与实验研究[D]. 苏州: 苏州科技大学, 2021.
[41] SEUNTJENS D, ARROYO J, TENDELOO M V. Mainstream partial nitritation anammox with integrated fixed-film activated sludge: Combined aeration and floc retention time control strategies limit nitrate production[J]. Bioresource Technology, 2020, 314: 123711. doi: 10.1016/j.biortech.2020.123711
[42] 杨宗玥, 付昆明, 廖敏辉, 等. 短程硝化过程2种亚硝酸盐氧化菌抑制策略探讨[J]. 环境工程学报, 2019, 13(1): 222-231. doi: 10.12030/j.cjee.201806158
[43] 孙洪伟, 于雪, 李维维, 等. 游离亚硝酸抑制硝化杆菌属(Nitrobacter)活性动力学研究[J]. 中国环境科学, 2018, 38(11): 4246-4254. doi: 10.3969/j.issn.1000-6923.2018.11.033
[44] GU J, ZHANG M, WANG S, et al. Integrated upflow anaerobic fixed-bed and single-stage step-feed process for mainstream deammonification: A step further towards sustainable municipal wastewater reclamation[J]. The Science of the Total Environment, 2019, 678: 559-564. doi: 10.1016/j.scitotenv.2019.05.027
[45] 林兴. 回流PN-ANAMMOX脱氮工艺处理城市生活污水研究[D]. 苏州: 苏州科技大学, 2018.
[46] 张亮, 李朝阳, 彭永臻. 城市污水PN/A工艺中NOB的控制策略研究进展[J]. 北京工业大学学报, 2022, 48(4): 421-429. doi: 10.11936/bjutxb2020110022
[47] 王文英, 黄勇, 顾晓丹, 等. 活性污泥数学模型在污水处理中的研究进展[J]. 工业水处理, 2014, 34(7): 1-4. doi: 10.11894/1005-829x.2014.34(7).001
[48] 顾晓丹, 黄勇. 活性污泥数学模型在污水处理中的应用研究[J]. 广东化工, 2012, 39(9): 129-132. doi: 10.3969/j.issn.1007-1865.2012.09.069
[49] 毛鹤群. 短程硝化反硝化动力学模型的建立及其应用[D]. 西安: 长安大学, 2012.
[50] 蔡庆. 完全自养脱氮SBR反应器的运行、强化及模拟优化[D]. 重庆: 重庆大学, 2013.
[51] 徐婷, 王丽, 吴军. 不同pH条件下短程硝化序批实验和数学模拟[J]. 环境工程学报, 2016, 10(6): 2840-2846. doi: 10.12030/j.cjee.201512198
[52] 张亮, 于静仪, 李朝阳, 等. 污水生物处理系统中全程氨氧化菌的研究进展[J]. 北京工业大学学报, 2020, 46(4): 402-411. doi: 10.11936/bjutxb2019090014