曝气生物滤池在污水处理中的研究进展
Research Progress of the Biological Aerated Filter in Wastewater Treatment
DOI: 10.12677/AEP.2013.32011, PDF, HTML, 下载: 4,001  浏览: 12,865 
作者: 窦娜莎*, 王琳：中国海洋大学环境科学与工程学院，青岛
关键词: 曝气生物滤池；污水处理；研究进展；Biological Aerated Filter; Wastewater Treatment; Research Progress
摘要: 曝气生物滤池(BAF)是20世纪80年代末发展起来的污水处理新工艺，经过二十余年的研究发展，BAF技术已受到欧、美和日本等发达国家的广泛重视。目前，世界上已有几百个工程实例。本文以近年来发表在国内外期刊上的关于BAF研究与应用的多篇文献为基础，综述BAF的研究热点与进展，指出曝气生物滤池现存的一些问题，最后对BAF今后需要重点研究的方向进行展望。
Abstract: Biological aerated filters (BAF) is a new wastewater treatment process developed at the end of the 1980s, and after 20 years of research and development, BAF system has been attached extensive importance to Europe, the US, Japan and other developed countries. At present, there are hundreds of engineering examples in the world. Through re-searching domestic and international literatures on BAF, this work endeavored to give an overview of the hot research topics and advances of BAF. Furthermore, the problems and difficulties presented were indicated. Finally, the key points needed to be deliberatively studied were discovered.
文章引用：窦娜莎, 王琳. 曝气生物滤池在污水处理中的研究进展[J]. 环境保护前沿, 2013, 3(2): 65-71. http://dx.doi.org/10.12677/AEP.2013.32011

参考文献

[1] T. Stephenson. High rate aerobic wastewater treatment processes what next proceedings of the third international symposium on environ-mental biotechnology. Ostend Belgium, 1997, 1(4): 57- 66.
[2] R. Moore, J. Quarmby and T. Stephenson. The effects of media size on the performance of biological aerated filters. Water Research, 2001, 35(10): 2514-2522.
[3] F. Osorio, E. Hontoria. Wastewater treatment with a double- layer submerged biological aerated filter, using waste materials as biofilm support. Journal of Environmental Management, 2002, 65(1): 79-84.
[4] X. Zhao. Oil field wastewater treatment in biological aerated filter by immobilized microorganisms. Process Biochemistry, 2006, 41(7): 1475-1483.
[5] D. L. Su, J. L. Wang, K. W. Liu, et al. Kinetic performance of oil-field produced water treatment by biological aer-ated filter. Chinese Journal of Chemical Engineering, 2007, 15(4): 591-594.
[6] X. J. Wang, S. L. Chen, X. Y. Gu, et al. Pilot study on the advanced treatment of landfill leachate using a combined coagula-tion, Fenton oxidation and biological aerated filter process. Waste Man-agement, 2009, 29(4): 1354-1358.
[7] G. Farabegoli, A. Chiavola and E. Rolle. The biological aerated filter (BAF) as alternative treatment for domestic sewage: Optimization of plant performance. Journal of Hazardous Materials, 2009, 171(1-3): 1126-1132.
[8] W. Cheng. Using a biological aerated filter to treat mixed water-borne volatile organic compounds and assessing its emissions. Journal of Environ-mental Sciences, 2009, 21(11): 1497-1502.
[9] J. Shen, R. He, H. Yu, et al. Biodegradation of 2,4,6-trinitrophenol (picric acid) in a biological aerated filter (BAF). Bioresource Technology, 2009, 100(6): 1922-1930.
[10] B. Liu, D. D. Yan, Q. Wang, et al. Feasibility of a two-stage biological aerated filter for depth processing of electroplat-ing- wastewater. Bioresource Technology, 2009, 100(17): 3891-3896.
[11] H. Hasan, S. Abdullah, S. Kamarudin, et al. Response surface methodology for optimization of simultaneous COD, NH4+-N and Mn2+ removal from drinking water by biological aerated filter. Desalination, 2011, 275(1-3): 50-61.
[12] S. P. Li, J. J. Cui and Q. L. Zhang. Performance of blast furnace dust clay sodium silicate ceramic particles (BCSCP) for brewery wastewater treatment in a biological aerated filter. Desalination, 2010, 258(1): 12-18.
[13] Y. Q. Zhao, Q. Y. Yue, R. B. Li, et al. Research on sludge-fly ash ceramic particles (SFCP) for synthetic and municipal wastewater treatment in biological aerated filter (BAF). Bioresource Technology, 2009, 100(21): 4955-4962.
[14] S. X. Han, Q. Y. Yue, M. Yue, et al. Effect of sludge-fly ash ceramic particles (SFCP) on synthetic wastewater treatment in an A/O combined biological aerated filter. Bioresource Technology, 2009, 100(3): 1149-1155.
[15] Y. Bao, L. Zhan and C. Wang. Carbon foams used as packing media in a biological aerated filter system. Materials Letters, 2011, 65(19-20): 3154-3156.
[16] Y. Yu, Y. Feng, L. Qiu, et al. Effect of grain-slag media for the treatment of wastewater in a biological aerated filter. Bioresource Technology, 2008, 99(10): 4120-4123.
[17] W.-S. Chang, H.-T. Tran, D.-H. Park, et al. Ammonium nitrogen removal characteristics of zeolite media in a biological aerated filter (BAF) for the treatment of textile wastewater. Journal of Industrial and Engineering Chemistry, 2009, 15(4): 524-528.
[18] S. He, G. Xue and H. Kong. The performance of BAF using natural zeolite as filter media under conditions of low tempera-ture and ammonium shock load. Journal of Hazardous Materials, 2007, 143(102): 291-295.
[19] Y. Liu, T. Yang, D. Yuan, et al. Study of mu-nicipal wastewater treatment with oyster shell as biological aerated filter medium. Desalination, 2010, 254(1-3): 149-153.
[20] F. Liu, C.-C. Zhao, D.-F. Zhao, et al. Tertiary treatment of textile wastewater with combined media biological aerated filter (CMBAF) at different hy-draulic loadings and dissolved oxygen concentrations. Journal of Haz-ardous Materials, 2008, 160(1): 161-167.
[21] G. Ji, J. Tong and Y. Tan. Wastewater treatment efficiency of a multi-media biological aerated filter (MBAF) containing clinoptilolite and bioceramsite in a brick-wall embedded design. Bioresource Technology, 2011, 102(2): 550-557.
[22] H. Lee, J. Han and Z. Yun. Biological nitrogen and phosphorus removal in UCT-type MBR process. Water Science and Technology, 2009, 59(11): 2093-2099.
[23] M. Kim, G. Nakhla. The beneficial role of intermediate clarification in a novel MBR based process for biological nitrogen and phosphorus removal. Journal of Chemical Technology and Biotechnology, 2009, 84(5): 637-642.
[24] Y.-W. Ding, L. Wang, B.-Z. Wang, et al. Removal of nitrogen and phosphorus in a combined A2/O-BAF system with a short aerobic SRT. Journal of Environmental Sciences, 2006, 18(6): 1082-1087.
[25] Y. Z. Chen, C. Y. Peng and J. H. Wang. Effect of nitrate recycling ratio on simultaneous biological nutrient removal in a novel anaerobic/anoxic/oxic (A2/O)-biological aerated filter (BAF) sys-tem. Bioresource Technology, 2011, 102(10): 5722-5727.
[26] H. Ryu, J. Kang and S. Lee. Evaluation of a three-stage biological aerated filter system combined recirculation/dynamic flow in treating low car-bon-to-nitrogen ratio wastewater. Environmental Engineering Science, 2009, 26(8): 1349-1357.
[27] H. Ryu, S. Lee. Comparison of 4-stage biological aerated filter (BAF) with MLE process in nitrogen removal from low carbon-to-nitrogen wastewater. Environmental Engineering Science, 2009, 26(1): 163-170.
[28] H. Ryu, D. Kim, H. Lim, et al. Nitrogen removal from low carbon-to-nitrogen wastewater in four-stage biological aerated filter system. Process Biochemistry, 2008, 43(7): 729-735.
[29] X. Lu, B. Yang, J. Chen, et al. Treatment of wastewater containing azo dye reactive brilliant red X-3B using se-quential ozonation and upflow biological aerated filter process. Journal of Hazardous Materials, 2009, 161(1): 241-245.
[30] X. J. Wang, X. Y. Gu, D. X. Lin, et al. Treatment of acid rose dye containing wastewater by ozonizing e biological aerated filter. Dyes and Pigments, 2007, 74(3): 736-740.
[31] Z. M. Fu, Y. G. Zhang and X. J. Wang. Textiles wastewater treatment using anoxic filter bed and biological wriggle bed- ozone biological aerated filter. Bioresource Technology, 2011, 102(4): 3748-3753.
[32] W. Hong, Y. Qing, Z. Yong, et al. Advanced landfill leachate treatment using a two-stage UASB-SBR system at low temperature. Journal of Environment Science, 2010, 22(4): 481-485.
[33] Y. Y. Wu, S. Q. Zhou, X. Y. Ye, et al. Transformation of pollutants in landfill leachate treated by a combined sequence batch reactor, coagulation, Fenton oxidation and biological aerated filter technology. Process Safety and Environmental Protection, 2011, 89(2): 112-120.
[34] X. J. Wang, S. L. Chen, X. Y. Gu, et al. Pilot study on the advanced treatment of landfill leachate using a combined coagula-tion, Fenton oxidation and biological aerated filter process. Waste Man-agement, 2009, 29(4): 1354-1358.
[35] B. G. Zhang, H. Z. Zhao, S. G. Zhou, et al. A novel UASB- MFC-BAF integrated system for high strength molasses wastewater treatment and bioelectricity generation. Bioresource Technology, 2009, 100(23): 5687-5693.
[36] P. Cheng, H. Z. Zhao, B. Zhao, et al. Pilot treatment of wastewater from Dioscorea zingiberensis C.H. Wright production by anaerobic digestion combined with a biological aerated filter. Bioresource Technology, 2009, 100(12): 2918-2925.
[37] H. Zhao, P. Cheng, B. Zhao, et al. Yellow ginger processing wastewater treatment by a hybrid biological process. Proc-ess Biochemistry, 2008, 43(12): 1427-1431.
[38] S. Lim, P. Fox. A kinetic analysis and experimental validation of an integrated system of anaerobic filter and biological aerated filter. Bioresource Technology, 2011, 22(102): 10371-10376.
[39] J. Melian, A. Mendez, J. Arana, et al. Degradation and detoxification of formalin wastewater with aerated biological filters and wetland reactors. Process biochemistry, 2008, 43(!2): 1432- 1435.
[40] L. Fan, J. Ni, Y. Wu, et al. Treatment of bro-moamine acid wastewater using combined process of micro-electrolysis and biological aerobic filter. Journal of Hazardous Materials, 2009, 162(2-3): 1204-1210.
[41] J. Yang, W. Liu and B. Li. Application of a novel backwashing process in upflow biological aerated filter. Journal of Environmental Sciences, 2010, 22(3): 362-366.
[42] L. Qiu, J. Ma and L. Zhang. Characteristics and utilization of biologically aerated filter backwashed sludge. Desalination, 2007, 208: 73-80.
[43] W. Liu, H. Yuan, J. Yang, et al. Characterization of bioflocculants from bio-logically aerated filter backwashed sludge and its application in dying wastewater treatment. Bioresource Technology, 2009, 100(9): 2629-2632.
[44] C. Wang, J. Li, B. Wang, et al. Development of an empirical model for domestic wastewater treatment by biological aer-ated filter. Process Biochemistry, 2006, 41(4): 778-782.
[45] J. Shen, R. He, L. Wang, et al. Kinetics of COD removal in a biological aerated filter in the presence of 2,4,6-trinitrophenol (picric acid). Chinese Journal of Chemical Engineering, 2009, 17(6): 1021-1026.
[46] N. Pace, D. Stahl, D. Lane, et al. The analysis of natural microbial popula-tions by ribosomal RNA sequence. Advanced in Microbial Ecology, 1986, 9: 51-55.
[47] C. Pollard. A quantitative measure of nitrifying bacterial growth. Water Research, 2006, 40(8): 1569-1576.
[48] X. Zhao, Y. Wang, Z. Ye, et al. Oil field wastewater treatment in biological aerated filter by immobilized microorganisms. Process Biochemistry, 2006, 41(7): 1475-1483.
[49] S. Fu, H. Fan, S. Liu, et al. A bioaug-mentation failure caused by phage infection and weak biofilm forma-tion ability. Journal of Environmental Sciences, 2009, 21(8): 1153-1161.
[50] Y.-J. Shen, G.-X. Wu, Y.-B. Fan, et al. Performances of biological aerated filter employing hollow fiber membrane segments of surface-improved poly (sulfone) as biofilm carriers. Journal of En-vironmental Sciences, 2007, 19(7): 811-817.