1[1]Bakti N A K,Dick R I.A model for a nitrifying suspended-growth reactor incorporating interparticle diffusional limitation[J].Water Res,1992,26(12):1681-1690.
2[2]Patureau D,Bernet N,Moletta R.Combined nitrification and denitrification sp.Strain SGLY2[J].Water Res,1997,31(6):1363-1370.
3[3]Peng D,Bernet N,Delgenes J P,et al.Aerobic granular sludge-a case study report[J].Water Res,1999,33(3):890-893.
4[4]Pochana K,Keller J.Model development for simultaneous nitrification and denitrification[J].Water Sci Tech,1999,39(1):235-243.
5[5]Krarochvil K,Wase D A J,Forster C F.The formation and characterization of a granular sludge in an anoxic USB reactor[J].Trans J Chem E,1996,74(5):94-98.
6[6]Scuras S,Daigger G T,Grady C P L.Modelling the activated sludge floc microenvironment[J].Wat Sci Tech,1998,37(4-5):243-251.
7[7]Beun J J,Hendriks A,Van Loosdrecht M C M,et al.Aerobic granulation in a sequencing batch reactor[J].Wat Res,1999,33(10):2283-2290.
8[8]Morgenroth E,Sherden T,Van Loosdrecht M C M,et al.Aerobic granular sludge in a sequencing atch reactor[J].Water Res,1997,31(12):3191-3194.
