[1] 周少奇.环境生物技术[M].北京:科学出版社,2003.231.
[2] 李春华,张洪林.生物流化床法处理废水的研究与应用进展[J].环境技术,2002,6(4):27-32.
[3] 上海市环保局.废水生化处理[M].上海:同济大学出版社,1999.76.
[4] 周平,何嘉汉,钱易.内循环三相生物流化床反应器的相含率及氧传递特性研究[J].环境科学学报,1996,16(2):211-215
[5] Wen Jianping, et al. The denitrification of nitrate contained wastewater in a gas-liquid-solid three-phase flow airlift loop bioreactor[J].Biochemical Engineering Journal, 2003, 15 (1): 153-157
[6] 李平,吴海珍,韦朝海.生物流化床反应器生物膜特性研究进展[J].环境污染治理技术与设备,2002,3(9):75-79
[7] 疏明君,李友明,谢澄.三相生物流化床处理中段废水时挂膜实验的研究[J].黑龙江造纸,2002,l(1):1-4
[8] Hidalgo M D, Garcia-Encina P A. Biofilm development and bed segregation in a methanogenic fluidized bed reactor[J]. Water Research, 2002, 36(12):3 083-3 091
[9] 周平,何嘉汉,钱易.内循环生物流化床反应器载体挂膜特性的研究[J].环境科学学报,1998,18(1):68-72
[10] 李军,杨秀山,彭永臻.微生物与水处理工程[M].北京:化学工业出版社,2002.96
[11] Van Benthum W A J, et al. The biofilm airlift suspension extension reactor. Part Ⅰ: Design and two-phase hydrodynamics[J].Chemical Engineering Science, 1999, 54(12): 1 909-1 924
[12] Cheng Sheng-shung, et al. Biofilm formation: the effects of hydrodynamic and substrate feeding patterns in three phase draft-tube fluidized bed for nitrification process[J]. Water Science & Technology, 1997, 36(12): 83-90
[13] Diez Blanco V, et al. Effects of biofilm growth, gas and liquid velocities on the expansion of an anaerobic fluidized bed reactor(AFBR)[J]. Water Research, 1995, 29(7): 1 649- 1 654
[14] Jokela J P Y, et al. Biological nitrogen removal from municipal landfill leachate low-cost nitrification in biofilters and laboratory scale in-situ denitrification [J]. Water Research, 2002, 36 (16):4 079-4 087
[15] Christian Fux, et al. Biological treatment of ammonium-rich wastewater by partial nitritation and subsequent anaerobic ammonium oxidation(anammox) in a pilot plant[J]. Journal of Biotechnology,2002, 99(3): 295-306
[16] Marshall Spector. Cocurrent biological nitrification and denitrification in wastewater treatment[J]. Water Environment Research, 1998,70(7): 1 242-1 247
[17] Leo H J Vredenbregt, et al. Fluid bed biological nitrification and denitrification in high salinity wastewater[J]. Water Science & Technology, 1997, 36(1): 93-100
[18] Simonel I Sandu, et al. Factors influencing the nitrificationefficiency of fluidized bed filter with a plastic bead medium [J].Aquacultural Engineering, 2002, 26(1): 41-59
[19] Rittmann B E, Manem J A. Development and experimental evaluation of a steady-state, multispecies biofilm model[J]. Biotechnology Engineering, 1992, 39(2): 914-922
[20] Chudoba P, et al. A new fixed-film mobile bed bioreactor for denitrification of wastewaters [J]. Water Science & Technology,1998, 38(8-9): 233-240
[21] 袁林江,彭党聪,王志盈.短程硝化-反硝化生物脱氮[J].中国给水排水,2000,16(2):29-31
[22] Fdez-Polanco F, et al. Behaviour of an Anaerobic/Aerobic Pilot Scale Fluidized Bed for the Simultaneous Removal of Carbon and Nitrogen [J]. Water Science & Technology, 1994, 29 (10- 11):339- 346
[23] Sen Priyali, Steven K Dentel. Simultaneous nitrification-denitrification in a fluidized bed reactor[J]. Water Science & Technology, 1998,38(1): 247-254
[24] 龚云华,高廷耀.废水处理同时硝化/反硝化脱氮技术现状与展望[J].煤炭环境保护,2001,15(5):17-21
[25] 孟怡,徐亚同.制药废水硝化-反硝化除氮研究[J].化工环保,1999,19(4):204-207
[26] 周少奇,方汉平.低COD/N-NH4+比废水的同时硝化反硝化生物处理策略[J].环境污染与防治,2000,22(1):18-21 |