4Anna M C,Robert C A.Evaluation of a MBR-RO system to produce high quality reuse water.Microbial control,DBPformation and nitrate[J].Water Res,2005,39:3982-3990.
5Tardieu E,Grasmick A,Jaugey V,et al.Hydrodynamic control of bioparticle deposition in a MBR applied to wastewater treatment[J].J.Membr.Sci.,1998,147:1~12.
6Tardieu E,Grasmick A,Jaugey V,et al.Influence of hydrodynamics on fouling velocity in a recirculated MBR for wastewater treatment[J].J.Membr.Sci.,1999,156:131~140.
7Kim J S,Lee C H,Chang I S.Effect of pump shear on the performance of a crossflow membrane bioreactor[J].Water Res.,2001,35:2137~2144.
8Li Y Z,He Y L,Liu Y H,et al.Comparison of the filtration characteristics between biological powdered activated carbon sludge and activated sludge in submerged membrane bioreactors[J].Desalination,2005,174:305~314.
9Bae T H,Tak T M.Interpretation of fouling characteristics of ultrafiltration membranes during the filtration of membrane bioreactor mixed liquor[J].J.Membr.Sci.,2005,264:151~160.
10Wisniewski C,Grasmick A.Floc size distribution in a membrane bioreactor and consequences for membrane fouling[J].Colloids Surf.A:Physicochem.Eng.Aspects,1998,138:403~411.