[1] FAJRI J A, FUJISAWA T, TRIANDA Y, et al. Effect of aeration rates on removals of organic carbon and nitrogen in small onsite wastewater treatment system (Johkasou)[EB/OL]. [2021-01-20]. https://doi.org/10.1051/matecconf/201814704008.
[2] SHARMA M K, TYAGI V K, SAINI G, et al. On-site treatment of source separated domestic wastewater employing anaerobic package system[J]. Journal of Environmental Chemical Engineering, 2016, 4(1): 1209-1216. doi: 10.1016/j.jece.2016.01.024
[3] LI A, QIAN T, ZHU S, et al. Spontaneous initiation and maintenance of partial nitritation for household toilet wastewater treatment[J]. Desalination and Water Treatment, 2021, 217: 127-136. doi: 10.5004/dwt.2021.26747
[4] 姜黎安, 隋倩雯, 陈彦霖, 等. 低氨氮废水亚硝化的快速启动[J]. 环境工程学报, 2020, 14(5): 1252-1258. doi: 10.12030/j.cjee.201907015
[5] KINYUA M N, ELLIOTT M, WETT B, et al. The role of extracellular polymeric substances on carbon capture in a high rate activated sludge A-stage system[J]. Chemical Engineering Journal, 2017, 322: 428-434. doi: 10.1016/j.cej.2017.04.043
[6] MOSQUERA-CORRAL A, GONZÁLEZ F, CAMPOS J L, et al. Partial nitrification in a SHARON reactor in the presence of salts and organic carbon compounds[J]. Process Biochemistry, 2005, 40(9): 3109-3118. doi: 10.1016/j.procbio.2005.03.042
[7] WU J, YAN G, ZHOU G, et al. Wastewater COD biodegradability fractionated by simple physical-chemical analysis[J]. Chemical Engineering Journal, 2014, 258: 450-459. doi: 10.1016/j.cej.2014.07.106
[8] GAO M, ZHANG L, FLORENTINO A P, et al. Performance of anaerobic treatment of blackwater collected from different toilet flushing systems: Can we achieve both energy recovery and water conservation?[J]. Journal of Hazardous Materials, 2019, 365: 44-52. doi: 10.1016/j.jhazmat.2018.10.055
[9] LI G, WU L, DONG C S, et al. Inorganic nitrogen removal of toilet wastewater with an airlift external circulation membrane bioreactor[J]. Journal of Environmental Sciences, 2007, 19(1): 12-17. doi: 10.1016/S1001-0742(07)60002-3
[10] GAO M, GUO B, ZHANG L, et al. Microbial community dynamics in anaerobic digesters treating conventional and vacuum toilet flushed blackwater[J]. Water Research, 2019, 160: 249-258. doi: 10.1016/j.watres.2019.05.077
[11] KNERR H, RECHENBURG A, KISTEMANN T, et al. Performance of a MBR for the treatment of blackwater[J]. Water Science and Technology, 2011, 63(6): 1247-1254. doi: 10.2166/wst.2011.367
[12] JIANG H, WEN Y, WANG Q, et al. Partial nitritation with aerobic duration control of carbon-captured blackwater: Process operation and model-based evaluation[J]. Chemical Engineering Journal, 2020, 401: 126060. doi: 10.1016/j.cej.2020.126060
[13] 国家环境保护总局, 水和废水监测分析方法[M]. 4版. 北京: 中国环境科学出版社, 2002.
[14] GRAAFF M S D, ZEEMAN G, TEMMINK H, et al. Long term partial nitritation of anaerobically treated black water and the emission of nitrous oxide[J]. Water Research, 2010, 44(7): 2171-2178. doi: 10.1016/j.watres.2009.12.039
[15] WANG D, WANG Q, LALOO A, et al. Achieving stable nitritation for mainstream deammonification by combining free nitrous acid-based sludge treatment and oxygen limitation[J]. Scientific Reports, 2016, 6(1): 25547. doi: 10.1038/srep25547
[16] ZHANG D, SU H, ANTWI P, et al. High-rate partial-nitritation and efficient nitrifying bacteria enrichment/out-selection via pH-DO controls: Efficiency, kinetics, and microbial community dynamics[J]. Science of the Total Environment, 2019, 692: 741-755. doi: 10.1016/j.scitotenv.2019.07.308
[17] VAN DONGEN U, JETTEN M S, VAN LOOSDRECHT M. The SHARON®-Anammox® process for treatment of ammonium rich wastewater[J]. Water Science and Technology, 2001, 44(1): 153-160. doi: 10.2166/wst.2001.0037
[18] REGMI P, MILLER M W, HOLGATE B, et al. Control of aeration, aerobic SRT and COD input for mainstream nitritation/denitritation[J]. Water Research, 2014, 57: 162-171. doi: 10.1016/j.watres.2014.03.035
[19] ANTHONISEN A C, LOEHR R C, PRAKASAM T B S, et al. Inhibition of nitrification by ammonia and nitrous acid[J]. Journal (Water Pollution Control Federation), 1976, 48(5): 835-852.
[20] LI D, ZHANG S, LI S, et al. The nitrogen removal of autotrophic and heterotrophic bacteria in aerobic granular reactors with different feast/famine ratio[J]. Bioresource Technology, 2019, 272: 370-378. doi: 10.1016/j.biortech.2018.10.046
[21] TODT D, DÖRSCH P. Nitrous oxide emissions in a biofilm loaded with different mixtures of concentrated household wastewater[J]. International Journal of Environmental Science and Technology, 2015, 12(11): 3405-3416. doi: 10.1007/s13762-015-0778-1
[22] 狄斐, 隋倩雯, 陈彦霖, 等. 部分亚硝化-厌氧氨氧化处理磁混凝生活污水[J]. 中国环境科学, 2020, 40(11): 4712-4720. doi: 10.3969/j.issn.1000-6923.2020.11.009
[23] CHEN J, LIU X, PAVLOSTATHIS S G. Long-term evaluation of the effect of peracetic acid on a mixed aerobic culture: Organic matter degradation, nitrification, and microbial community structure[J]. Water Research, 2021, 190: 116694. doi: 10.1016/j.watres.2020.116694
[24] 马双忱, 于燕飞, 徐涛, 等. ORP在水环境污染防控方面的应用[J]. 工业水处理, 2020, 40(2): 14-18.
[25] 赵永彬, 吴翠鲜. 氧化还原电位在污水和地表水净化中的作用[J]. 节能与环保, 2020(10): 29-30. doi: 10.3969/j.issn.1009-539X.2020.10.010
[26] 苏高强, 彭永臻. 基于ORP的控制策略在废水生物处理中的应用[J]. 工业水处理, 2011, 31(8): 11-15. doi: 10.3969/j.issn.1005-829X.2011.08.003