4Yilmaz G. , Lemaire R. , Keller J. , et al. Simultaneous nitrification, denitrification, and phosphorus removal from nutrient-rich industrial wastewater using granular sludge. Biotechnology and Bioengineering, 2008, 100 (3) : 529- 541.
5Kondo T. ,Tsuneda S. , Ebie Y. , et al. Characterization of the microbial community in the anaerobie/oxie/anoxic process combined with sludge ozonation and phosphorus ad- sorption. Journal of Water and Environmental Technology, 2009, 7(3) :155-162.
6Soejima K. , Oki K. , Terada A. , et at. Effects of acetate and nitrite addition on fraction of denitrifying phosphate-ac- cumulating organisms and nutrient removal efficiency in an- aerobic/aerobie/anoxic process. Bioproeess and Biosystems Engineering, 2006, 29 ( 5-6 ) : 305-313.
7Puig S. , Corominas L. , Balaguer M. D. , et al. Biological nutrient removal by applying SBR technology in small wastewater treatment plants: Carbon source and C/N/P ratio effects. Water Science and Technology, 2007, 55 (7) :135-141.
8EKAMA, G A , DOLD, P L , MARAIS, G V R Procedures for determing influent COD fracfions and the maximum specific growth rate of heterotrophs in activated sludge system[J]. War. Res, 1986, 18:91 -114.
9SOILFRANK U., GUJER W. Characterization of domestic wastewater for mathematical modelling of the activated sludge process [ J ]. Wat. Sci.Tech, 1991,23:1057 - 1066.
10KAPPELER J., GUJEB W. Estimation of kinetic parametersof heterotrophic biomass under aerobic conditions and chantcterination of wasteweter for activated sludge modeling[J].Wat. Sci. Tech. 1992,25(6): 125 - 139.
