污水处理厌氧氨氧化工艺研究与应用进展
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摘要
叙述了厌氧氨氧化的工艺原理、工艺形式和主要功能微生物的特征等研究进展,总结了温度、基质浓度和pH、DO含量、有机物、金属离子等对厌氧氨氧化过程的影响,介绍了厌氧氨氧化工艺在污水处理测流和主流实际工程中的应用实例,阐明了工艺的处理效能和运行参数等,分析了在实际应用中存在的问题。认为实现工艺的快速启动,有效抑制有毒物质对厌氧氨氧化菌的毒害,提高工艺系统运行的稳定性是厌氧氨氧化在实际应用中的关键,也是需要进一步探索和研究的内容。
Technological principles, process forms and characteristics of main functional microorganisms of anammox were described. The effect of temperature, substrate concentration, pH, DO content, organics and metal iron et al. on anammox process were summarized. The application examples of anammox process for wastewater treatment in sidestream and mainstream projects were introduced. The performance and operation parameters of the process were discussed, and the problems in application were analyzed. It considered that the realize of rapid start-up, effective inhibition of toxic substances to anaerobic ammonia-oxidizing bacteria, and improving the operation stability were the keys to the application of the process, which also need further exploration and research.
Technological principles, process forms and characteristics of main functional microorganisms of anammox were described. The effect of temperature, substrate concentration, pH, DO content, organics and metal iron et al. on anammox process were summarized. The application examples of anammox process for wastewater treatment in sidestream and mainstream projects were introduced. The performance and operation parameters of the process were discussed, and the problems in application were analyzed. It considered that the realize of rapid start-up, effective inhibition of toxic substances to anaerobic ammonia-oxidizing bacteria, and improving the operation stability were the keys to the application of the process, which also need further exploration and research.
引文
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[2]RYSGAARD S,GLUD R N,RISGAARD-PETERSEN N.et al.Denitrification and anammox activity in arctic marine sediments[J].Limnology and Oceanography,2004,49(5):1493-1502.
[3]HENDRICKX T L G,WANG Y,KAMPMAN C.et al.Autotrophic nitrogen removal from low strength waste water at low temperature[J].Water Research,2012,46(5):2187-2193.
[4]LOTTI T,KLEEREBEZEM R,VAN ERP TAALMAN KIP C.et al.Anammox growth on pretreated municipal wastewater[J].Environmental Science&Technology,2014,48(14):7874-7880.
[5]DE CLIPPELEIR H,VLAEMINCK S E,DE WILDE F.et al.Onestage partial nitritation/Anammox at 15℃on pretreated sewage:Feasibility demonstration at lab-scale[J].Applied Microbiology and Biotechnology,2013,97(23):10199-10210.
[6]STROUS M,KUENEN G,JETTEN M S M.Key physiology of anaerobic ammonium oxidation[J].Applied and Environmental Microbiology,1999,65(7):3248-3250.
[7]ANTHONISEN A C,LOEHE R C,PRAKASAM T B S.et al.Inhibition of nitrification by ammonia and nitrous acid[J].Water Pollution Control Federation,1976,48(5):835-852.
[8]?E?EN F,ORAK E,G魻K覶IN P.Nitrification studies on fertilizer wastewaters inactivated sludge and biofilm reactors[J].Water Science and Technology,1995,32(12):141-148.
[9]VADIVELU V M,KELLER J,YUAN Z.Effect of free ammonia on the respiration and growth processes of an enriched Nitrobacter culture[J].Water Research,2007,41(4):826-834.
[10]OSHIKI M,SHIMOKAWA M,FUJII N.et al.Physiological characteristics of the anaerobic ammonium-oxidizing bacterium'Candidatus Brocadiasinica'[J].Microbiology,2011,157(6):1706-1713.
[11]RUIZ G,JEISON D,CHAMY R.Nitrification with high nitrite accumulation for the treatment of wastewater with high ammonia concentration[J].Water Research,2001,37(6):1371-1377.
[12]HANAKI K,WANTAWIN C,OHGAKI S.Nitrification at low levels of dissolved oxygen with and without organic loading in a suspendedgrowth reactor[J].Water Research,1990,24(3):297-302.
[13]VEUILLET F,BAUSSERON A,GONIDEC E.et al.ANITATMMOXdeammonification process:Possibility to handle high COD level using the IFAS configuration[C].London:Proceedings of the International Water Association World Water Congress&Exibition,2014.
[14]CHAMCHOI N,NITISORAVUR S,SCHMIT J E.Inactivation of ANAMMOX Communities under concurrent operation of anaerobic ammonium oxidation(ANAMMOX)and denitrification[J].Bioresource Technology,2008,99(9):3331-3336.
[15]LACKNER S,GILBERT E M,VLAEMINCK S E.et al.Full-scale partial nitritation/Anammox experiences-an application survey[J].Water Research,2014,55(10):292-303.
[16]JENNI S,VLAEMINCK S E,MORGENROTH E et al.Successful application of nitritation/Anammox to wastewater with elevated organic carbon to ammonia ratios[J].Water Research,2014,49(2):316-326.
[17]高大文,侯国凤,陶彧,等.厌氧氨氧化菌代谢有机物研究[J].哈尔滨工业大学学报,2012,44(2):89-93.
[18]Garrity M G,Bell J A,Lilburn T G.Bergey's Manual of systematic Bacteriology[M].New York:Springer,2004.
[19]VAN NIFTRIK L.Cell biology of unique Anammox bacteria that contain an energy conserving prokaryotic organelle[J].Antonie Van Leeuwenhoek International Journal of General and Molecular Microbiology,2013,104(4):489-497.
[2]RYSGAARD S,GLUD R N,RISGAARD-PETERSEN N.et al.Denitrification and anammox activity in arctic marine sediments[J].Limnology and Oceanography,2004,49(5):1493-1502.
[3]HENDRICKX T L G,WANG Y,KAMPMAN C.et al.Autotrophic nitrogen removal from low strength waste water at low temperature[J].Water Research,2012,46(5):2187-2193.
[4]LOTTI T,KLEEREBEZEM R,VAN ERP TAALMAN KIP C.et al.Anammox growth on pretreated municipal wastewater[J].Environmental Science&Technology,2014,48(14):7874-7880.
[5]DE CLIPPELEIR H,VLAEMINCK S E,DE WILDE F.et al.Onestage partial nitritation/Anammox at 15℃on pretreated sewage:Feasibility demonstration at lab-scale[J].Applied Microbiology and Biotechnology,2013,97(23):10199-10210.
[6]STROUS M,KUENEN G,JETTEN M S M.Key physiology of anaerobic ammonium oxidation[J].Applied and Environmental Microbiology,1999,65(7):3248-3250.
[7]ANTHONISEN A C,LOEHE R C,PRAKASAM T B S.et al.Inhibition of nitrification by ammonia and nitrous acid[J].Water Pollution Control Federation,1976,48(5):835-852.
[8]?E?EN F,ORAK E,G魻K覶IN P.Nitrification studies on fertilizer wastewaters inactivated sludge and biofilm reactors[J].Water Science and Technology,1995,32(12):141-148.
[9]VADIVELU V M,KELLER J,YUAN Z.Effect of free ammonia on the respiration and growth processes of an enriched Nitrobacter culture[J].Water Research,2007,41(4):826-834.
[10]OSHIKI M,SHIMOKAWA M,FUJII N.et al.Physiological characteristics of the anaerobic ammonium-oxidizing bacterium'Candidatus Brocadiasinica'[J].Microbiology,2011,157(6):1706-1713.
[11]RUIZ G,JEISON D,CHAMY R.Nitrification with high nitrite accumulation for the treatment of wastewater with high ammonia concentration[J].Water Research,2001,37(6):1371-1377.
[12]HANAKI K,WANTAWIN C,OHGAKI S.Nitrification at low levels of dissolved oxygen with and without organic loading in a suspendedgrowth reactor[J].Water Research,1990,24(3):297-302.
[13]VEUILLET F,BAUSSERON A,GONIDEC E.et al.ANITATMMOXdeammonification process:Possibility to handle high COD level using the IFAS configuration[C].London:Proceedings of the International Water Association World Water Congress&Exibition,2014.
[14]CHAMCHOI N,NITISORAVUR S,SCHMIT J E.Inactivation of ANAMMOX Communities under concurrent operation of anaerobic ammonium oxidation(ANAMMOX)and denitrification[J].Bioresource Technology,2008,99(9):3331-3336.
[15]LACKNER S,GILBERT E M,VLAEMINCK S E.et al.Full-scale partial nitritation/Anammox experiences-an application survey[J].Water Research,2014,55(10):292-303.
[16]JENNI S,VLAEMINCK S E,MORGENROTH E et al.Successful application of nitritation/Anammox to wastewater with elevated organic carbon to ammonia ratios[J].Water Research,2014,49(2):316-326.
[17]高大文,侯国凤,陶彧,等.厌氧氨氧化菌代谢有机物研究[J].哈尔滨工业大学学报,2012,44(2):89-93.
[18]Garrity M G,Bell J A,Lilburn T G.Bergey's Manual of systematic Bacteriology[M].New York:Springer,2004.
[19]VAN NIFTRIK L.Cell biology of unique Anammox bacteria that contain an energy conserving prokaryotic organelle[J].Antonie Van Leeuwenhoek International Journal of General and Molecular Microbiology,2013,104(4):489-497.
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