[1]
Zhang Daijun,Lu Peili, Chen Danqing,et al. Modeling COD and N removal upgrading in the activated sludge process. Acta Scientiae Circumstantiae, 2002, 22(4): 448-453.
Google Scholar
[2]
Zhang Daijun,Lu Peili,Yan Chenmin,et al.Application of ASM No.2 to the study of upgrading WWTP for biological nitrogen and phosphorus removals.Acta Scientiae Circumstantiae, 2003,23(3): 332-337.
Google Scholar
[3]
Hao Xiaodi,Cao Xiuqin,Cao Yali,et al. Model-based prediction of ANAMMOX as major contribution to (N-removal) from biofilm systems. Acta Scientiae Circumstantiae, 2004,24(6):1007-1013.
Google Scholar
[4]
G Jie Dalin,Cao Jiashun, Huayue,et al. Application research of WEST software to sewage treatment. Chinese Journal of Environmental Engineering, 2007,1(3):138-141.
Google Scholar
[5]
Lan Mei,Zhou Xuefei,Gu Guowei. Multiple Factors Sensitivity Analysis of ASM1 Parameters. China Water & Wastewater,2006, 22(23):56-58.
Google Scholar
[6]
Guillaume Samie,Jean Bernier,VincentRocher,et al.Modeling nitrogen removal for a denitrification biofilter. Bioprocess Biosyst Eng, 2011,34(6):747–755
DOI: 10.1007/s00449-011-0524-0
Google Scholar
[7]
Kuba T, van Loosdrecht M C M, Brandse F A, et al .Occurrence of denitrifying phosphorus removal bacteria in modified UCT-type wastewater treatment plants .Wat Res, 1997, 31(41):777—786
DOI: 10.1016/s0043-1354(96)00370-3
Google Scholar
[8]
Wei Zeng,Lei Li,Ying-ying Yang, et al.Denitrifying phosphorus removal and impact of nitrite acumulation on phosphorus removal in a continuous anaerobic-anoxic-aerobic(A2O)process treating domestic wastewater.Enzyme and Microbial Technology,2011,48(2):134-142
DOI: 10.1016/j.enzmictec.2010.10.010
Google Scholar
[9]
Ma Juan,Peng Yongzhen,Wang Shuying,et al. Denitrifying phosphorus removal in a step-feed CAST with alternating anoxic-oxic operational strategy. Journal of Environmental Sciences ,2009,21(9) :1169–1174 .
DOI: 10.1016/s1001-0742(08)62398-0
Google Scholar
[10]
Yong Ma, Yongzhen Peng, Xiaolian Wang. Improving nutrient removal of the AAO process by an influent bypass flow by denitrifying phosphorus removal. Desalination,2009, 246(1-3) :534–544
DOI: 10.1016/j.desal.2008.04.061
Google Scholar
[11]
Wang Xiaolian,Wang Shuying,Ma Yong,et al. Anoxic biological phosphorus removal and effect of excessive aeration on biological phosphorus removal in A~2 O process. Journal of Chemical Industry andEngineering(China),2005,56(8):1565-1570.
DOI: 10.1016/j.desal.2005.06.023
Google Scholar
[12]
Cao Xuemei,Peng Yongzhen,Wang Shuying. Influence of Volume Ratio of Anoxic Zone to Aerobic Zone on Denitrifying Phosphorus Removal in A~2/O Process. China Water & Wastewater, 2007,23(3):27-30.
Google Scholar
[13]
Merzouki M, Bernet.N, Delgenès JP,et al. Biological denitrifying phosphorus removal in SBR : effect of added nitrate concentration and sludge retention time. Wat Sci&Tech,2001,43(3).
DOI: 10.2166/wst.2001.0136
Google Scholar
[14]
Wang Yayi,Peng Yongzhen,Wang Shuying,et al. China Water & Wastewater, 2003,19(1):33-36.
Google Scholar
[15]
Wang Jianlong,Peng Yongzhen,Wang Shuying. Nitrogen and phosphorus removal performance of A2/O progress as a function of the sludge age. Environmental Engineering, 2007,25(1):16-18.
Google Scholar
[16]
Cao Changqing,Lei Zhongfang,Hu Zhirong,et al. Discussion on the Affecting Factors of Denitrifying Phosphorus Removal. China Water & Wastewater, 2005,21(7):22-25.
Google Scholar
[17]
Hu Zhi-rong, W.M.C., Ekama G A.Anoxic growth of phosphourus accumuating organism s (PAOs) in biological removal activatd sludge system. Wat. Res,2002. 36(19):4927-4937.
DOI: 10.1016/s0043-1354(02)00186-0
Google Scholar