1[1]Randall C W,et al.The Case for Anaerobic Reduction of Oxygen Requirements in Biological Phosphorus Reduction Systems[J].Water Environment Research,1992,(64):824-833.
2[2]Wable M V,Randall C W.Investigation of Hypothesized Anaerobic Stabilization Mechanisms in Biological Nutrient Removal Systems[J].Water Environment Rrsearch,1994,(66):161-165.
3[3]Barker P,P L Dold.COD and Nitrogen Mass Balance in Activated Sludge Systems[J].Water Research,1995,(29):633-643.
4[4]C P Leslie Grady,Jr,Glen T Dagger,et al.Biological Wastewater Treatment(Second Edition)[M].1999.538-539.
3P. S. BARKER, P. L. DOLD. COD and nitrogen mass balance in activated sludge systems[J]. Water Research, 1995, 29(2): 633-643.
4[1]Helness H, Degaard H. Biological phosphorus and nitrogen removal in a sequencing batch moving bed biofilm reactor. Wat Sci Tech, 2001,43(1): 233～240.
5[3]Yoo H, Ahn K H, Lee H J, et al. Nitrogen removal from synthetic wastewater by simultaneous nitrification and denitrification via nitrite in an intermittently-aerated reactor. Wat Res, 1999, 33(1): 145～154.
6[4]Bakti N A K, Dick R I A. Model for a nitrifying suspended-growth reactor incorporating intra-particle diffusion limitation. Wat Res, 1992, 26(12):1681～1690.
7[5]Pochana K, Keller J, Lant P. Model development for simultaneous nitrification and denitrification. War Sci Tech, 1999, 39(1): 235～243.
8[7]Kuba T, van Loosdrecht M C M, Heijnen J J. Phosphorus and nitrogen removal with minimal COD requirement by integration of nitrifying dephosphatation and nitrification in a two-sludge system. Wat Res,1996,30(7): 1702 ～ 1710.
9[9]Ng W J, Ong S L, Hu J Y. Denitrifying phosphorus removal by anaerobic/anoxic SBR. Wat Sci Tech,2001,43(3): 139～ 146.
10P. S. BARKER, P. L. DOLD.COD and nitrogen mass balance in activated sludge systems[J].Water Research,1995,29(2):633-643.
