| 参考文献
[1]沈耀良.废水生物脱氮除磷工艺设计和运行中需考虑的几个问题.环境科学与技术,1996,vol.2:36~40
[2]张洁等.改进型双泥反硝化除磷脱氮工艺.环境污染与防治,2005,3（6）：232～234.
[3]李军等.微生物与水处理工程.北京:化学工业出版社, 2002.361~378
[4]华光辉,张波.城市污水生物除磷脱氮工艺中的矛盾关系及对策.给水排水,2000,26 (12):1~2
[5]郑兴灿,李亚新.污水除磷脱氮技术.北京:中国建筑工业出版社,1998.18
[6]傅钢等.生物反硝化除磷技术及其研究进展.上海环境科学,2003,12：883～887.
[7]Wanner J. New process design for biological nutrient removal. Wat Sci Tech,1992,25(4/5):445~448
[8]Kuba T. A metabolic model for the biological phosphorus removal by denitrifying organisms. Biotech Bioeng, 1996(c),52:685~695
[9]Kuba T. Biological dephosphatation by activated sludge under denitrifying conditions: pH influence and occurrence of denitrifying dephosphatation in a full-scale wastewater treatment plant(WWTP). Wat Sci Tech,1997, 36(12):75~82
[10]Kuba T, Van Loosdrecht M C M. Phosphorus removal from wastewater by anaerobic-anoxic sequencing batch reactor[J]. Wat Sci Tech,1993, 27(5-6):241~252
[11]Kuba T, van Loosdrecht M C M, Heijnen J. Phosphorus and nitrogen removal with minimal COD requirement by integration of denitrifying dephosphatation and nitrification in a two-sludge system [J]. Wat Res, 1996, 30(7): 1702~1710
[12]卢峰,杨殿海.反硝化除磷工艺的研究开发进展.中国给水排水,2003,9：32～34.
[13]Sorm R,Bortone G. Phosphate uptake under anoxic conditions and fixed-film nitrification in nutrient removal activated sludge system[J].Wat Res,1996,3(7):1573~1584
[14]郝晓地等.可持续除磷脱氮工艺[J].给水排水,2002,28(9):7-9.
[15]王亚宜等.MLSS、pH及NO2--N对反硝化除磷的影响.中国给水排水,2005,7（7）：47～51.
[16]Hu J Y, Ong SL, NgWJ,et al. A new method for characterizing denitrifying phosphorus removal bacteria by using three different types of electron acceptors [J]. Wat Res, 2003,37(14):3463~3471 .
[17]王春英等.反硝化聚磷机理试验.环境污染治理技术与设备,2002,6（6）：65～68.
[18]邹伟国等.新型双污泥脱氮除磷污泥工艺处理生活污水.中国给水排水,2004,20(6):16~18
[19]任南琪等.新型反硝化脱氮除磷工艺及其影响因素研究.哈尔滨商业大学学报（自然科学版）,2006,22（6）：20~23
[20]王爱杰等.亚硝酸盐为电子受体反硝化除磷工艺的可行性.中国环境科学.2005,25(5):515~518 3/3 首页 上一页 1 2 3 |
