[1] 郑兴灿,李亚新.污水除磷脱氮技术[M].北京:中国建筑工业出版社,1998:165.
[2] 张文成,安立超.焦化废水脱氮处理技术进展[J].环境污染治理技术与设备,2004,5(3):23-27.
[3] 宋卫峰,骆定法,王孝武,等.折点氯化法处理高NH3-N含钴废水试验与工程实践[J].环境工程,2006,24(5):12-14.
[4] 胡继峰,刘怀.含氨废水处理技术及工艺设计方案[J].水处理技术,2003,29(4):244-246.
[5] 卢平,曾丽璇,张秋云,等.高浓度氨氮垃圾渗滤液处理方法研究[J].中国给水排水,2003,19(5):44-45.
[6] 孙英杰,董廷凯,曹喜欢.尿素厂高氨废水预处理-氨吹脱的试验研究[J].环境科学与管理,2006,31(2):110-111.
[7] Chung Y C,Son D H,Alan D H.Nitrogen and orgallics removal from industrial wastewater using natural zeolitemedia[J].Water Science and Technology,2000,42(5-6):127-134.
[8] 杜尔登,刘翔,王华,等.沸石曝气生物滤池去除氨氮性能及生物学特征分析[J].环境污染治理技术与设备,2006,7(9):88-93.
[9] Jung J Y,Chnng Y C,Shin H S,et al.Enhanced ammonia nitrogen re-moval using consistent biological regeneration and ammonium ex-change of zeolite in modified SBR proecss[J].Water Research,2004,38(2):347-354.
[10] 赵庆良,李湘中.化学沉淀法去除垃圾渗滤液中的氨氮[J].环境科学,1999,20(5):90-92.
[11] 赵庆良,李湘中.垃圾渗滤液中的氨氮对微生物活性的抑制作用[J].环境污染与防治,1998,20(6):l-4.
[12] Van Loosdrecht M C M,Jetten M S M.Microbiological conversions in nitrogen removal[J].Water Science and Technology,1998,38(1):1-7.
[13] Khin T,Annaehhatre A P.Novelmicrobial nitrogen removal process-es[J].Bioteclmology Advances,2004,22(7):519-532.
[14] 周少奇.环境生物技术[M].北京:科学出版社,2003:205-206.
[15] Hellinga C,Schellen A A J C,Mulder J W,et al.The SHARON pro-cess:an innovate method for nitrogen removal from ammonium-rich waste water[J].Water Soience and Technology,1998,37(9):135-142
[16] Van Kempon R,Mulder J W,Uijterllnde C A,et al.Overview:full scale experice of the SHARON process for treatment of rejectionwater of digested sludge dewatering[J].Water Science and Technol-ogy,200l,44(1):145-152.
[17] Pynaert K,Wyffels S,Sprengers R,et al Oxygen-limited nitrogen re-moralinalab-scale rotating biological contactor treating anmmoni-um-rich wastewater[J].Water Science and Technology,2002,45(10):357-363.
[18] 何岩,周恭明.HRT对亚硝酸型硝化反应器处理"中老龄"垃圾渗滤液的影响研究[J].广州环境科学,2005,20(2):8-11.
[19] 于德爽,彭永臻,张相忠,等.中温短程硝化反硝化的影响因素研究[J].中国给水排水,2003,19(1):40-42.
[20] Ruiz G,Jeisan D,Chamy R.Nitrification with high nitrite accumu-lation for the treJdment of wastewater with high ammonia concentra-fion[J].Water Research,2003,37(6):1371-l377.
[21] Wang J L,Kang J.The characteristics of anaerobic ammonium oxi-detion (ANAMMOX) by granular sludge froman EGSB reactor[J].Process Biochemlstxy,2005,40(5):1973-1978.
[22] 李春杰,耿琰,周琪,等.SMSBR 处理焦化废水中的短程硝化反硝化[J].中国给水排水,2001,17(11):50-54.
[23] 方士,李筱焕.高氨氮味精废水的亚硝化/反亚硝化脱氮研究[J].环境科学学报,2001,21(1):79-83.
[24] Mulder A,Van de Graaf A A,Robertson L A.Anaerobic ammonium oxidation discovered in a denitrffying fluidized bed reactor[J].FEMS Mierobiol.Ecil.,1995,16(3):177-183.
[25] Van de Graaf A A,de Bruijn P,Robertson L A.Metabolic pathway of anaerobic ammonium oxidation onbasis of N-15 studies in a flu-idized bed reactor[J].Microbiology,1997,143(7):2415-2421.
[26] Jetten M S M,Wagner M,Fuerst J.Microbiology and application of the anaerobic ammonium oxidation (anammox)process[J].Current Opinion in Biotechnology,2001,12(3):283-288.
[27] Fux C,Boehler M,Huber P,et al.Biological treatment of ammoni-urn-rich wastewater by partial nitritation and subsequent anaerobic ammonium oxidation(anammox)in a pilot plant[J].Journal of Biotechnology,2002,99(3):295-306.
[28] 何岩,周恭明,赵由才,等.亚硝酸型硝化-厌氧氨氯化联合工艺处理"中老龄"垃圾渗滤液[J].给水排水,2006,32(10):43-46.