[1] Hascoet M C, Florentz M. Influence of nitrates on biological phosphorus removal nutrient wastewater[J]. Water SA,1985,11(1):23-26.
[2] Kuba T,Smolders G,van Loosdrecht M C M,et al. Biological phosphorus removal from wastewater by anaerobic-anoxic sequencing batch reactor[J]. Water Science and Technology,1993,27(5/6):241-252.
[3] Saito T,Brdjanovic D,van Loosdrecht M C M. Effect of nitrite onphosphate uptake by phosphate accumulating organisms[J]. Water Research,2004,38(17):3760-3768.
[4] Whang L M,Park J K. Competition between polyphosphate and glycogen-accumulating organisms in enhanced biological phosphorus removal systems:effect of temperature and sludge age[J]. Water Environment Research,2006,78(1):4-11.
[5] 王晓玲,尹军,高尚. 利用第二缺氧段硝酸盐氮浓度作为MUCT工艺运行控制参数[J]. 环境科学,2012,33(1):175-180.
[6] 刘慧,米海蓉. 硝氮对反硝化除磷系统效率的影响[J]. 大庆石油学院学报,2006,30(4):43-45.
[7] 刘建广,付昆明,杨义飞,等. 不同电子受体对反硝化除磷菌缺氧吸磷的影响[J]. 环境科学,2007,28(7):1472-1476.
[8] 荣宏伟,彭永臻,张朝升,等. 硝酸盐氮对反硝化除磷的影响及过程控制[J]. 北京工业大学学报,2009,35(3):385-390.
[9] 傅金祥,王颖,池福强,等. 电子受体质量浓度对反硝化除磷过程的影响[J]. 沈阳建筑大学学报:自然科学版,2007,35(6):806-808.
[10] 张晓洁,周少奇,丁进军,等. 不同电子受体影响下的反硝化除磷过程[J]. 华南理工大学学报:自然科学版,2007,35(6):120-125.
[11] 彭永臻,张婧倩,唐旭光,等. 以亚硝酸盐为电子受体的反硝化除磷性能研究[J]. 北京工业大学学报,2011,37(11):1749-1754.
[12] Lee D S,Jeon C O,Park J M. Biological nitrogen removal with en-hanced phosphate uptake in a sequencing batch reactor using single sludge system[J]. Water Research,2001,35(16):3968-3976.
[13] Carvalho G,Lemos P C,Oehmen A. Denitrifying phosphorus removal: linking the process performance with the microbial community structure[J]. Water Research,2007,41(19): 4383-4396.
[14] Oehmen A,Saunders A M,Vives M T,et al. Competition between polyphosphate and glycogen accumulating organisms in enhanced biological phosphorus removal systems with acetate and propionate as carbon sources[J]. Journal of Biotechnology,2006,123(1):22-32.
[15] 王伟. 碳源及电子受体对反硝化除磷系统的影响研究[D]. 哈尔滨:哈尔滨工业大学, 2007.
[16] 王亚宜. 反硝化除磷脱氮机理及工艺研究[D]. 哈尔滨:哈尔滨工业大学,2004.
[17] 赫俊国,姜涛,杨晓楠,等. 碳源对低温A2O工艺反硝化除磷的影响[J]. 哈尔滨工业大学学报,2011,43(4):32-43.
[18] 张华,黄健,唐玉朝,等. 有机基质对反硝化除磷效果的影响[J]. 环境科学与技术, 2012,35(2):127-130.
[19] 徐微,吕锡武. 反硝化聚磷过程影响因素及数学模型研究[J]. 环境工程学报,2011,5(10):2267-2272.
[20] Ekama G A,Wentzel M C. Denitrification kinetics in biological N and P removal activated sludge systems treating municipal waste-waters[J]. Water Science and Technology,1999,39(6):69-77.
[21] 史静,吕锡武,张怀玉,等. 缺氧段碳源浓度对反硝化聚磷的影响[J]. 东南大学学报:自然科学版, 2011,41(4):788-791.
[22] 吕绛,周少奇,王伟峰. 污泥龄对A2/O悬浮填料生物膜工艺反硝化除磷影响[J]. 环境科学与技术,2011,34(1):45-51.
[23] 贺颖. 污泥龄对侧流除磷反硝化除磷系统影响[D]. 重庆:重庆大学,2011.
[24] 王荣昌,司书鹏,郑翔,等. 溶解氧浓度对连续流活性污泥工艺反硝化除磷的影响[J]. 化工学报,2011,62(6):1708-1715.
[25] 张传义,高丽慧,袁丽梅,等. 不同DO含量下SMBR工艺效能及聚磷菌构成特征[J]. 中国矿业大学学报,2013,42(2):308-313.
[26] 朱文韬,吕锡武,史静. 进水碳氮比对连续流双污泥系统氮磷去除的影响[J]. 净水技术,2012,31(1):47-51.
[27] 张园,罗固源,许晓毅,等. UCT工艺进水COD浓度与C/N对除磷效果的影响[J]. 环境科学,2010,31(8):1846-1850.
[28] Kapagiannidis A G,Zafiriadis I,Aivasidis A. Effect of basic opera-ting parameters on biological phosphorus removal in a continuous-flow anaerobic-anoxic activated sludge system[J]. Bioprocess and Biosystems Engineering,2012,35(3):371-382.
[29] 史静,吕锡武,朱光灿,等. 进水碳磷比对连续流反硝化除磷工艺脱氮除磷效果的影响[J]. 东南大学学报:自然科学版,2012, 42(1):94-98.
[30] 张小玲,刘茜湘,赵剑强. COD/TP比及NO2——N/TP对短程反硝化聚磷的影响[J]. 环境科学与技术,2010,33(12):28-31 |