[1]  Polyakov Y S. Deadend out side-in hollow fiber membrane filter: mathematical model [J]. J Membr Sci, 2006, 279(1-2): 615-624.
[2]  Vargas A. Controlled backwashing in a membrane sequencing batch reactorused for toxic wastewater treatment[J]. J Membr Sci, 2008, 320(1-2): 185–190.
[3]  Clech P L, Chen V, Fane T A G.. Fouling in membrane bioreactors used in wastewater treatment[J]. J Membr Sci, 2006,284 (1-2) : 17–53.
[4]  McAdam E, Judd S J, Gildemeister R,etal. Critical analysis of submerged membrane sequencing batch reactor operating conditions[J]. Water Res, 2005,39 (16): 4011–4019.
[5]  Schoeberl P, Birk M, Bertoni M, etal. Optimization of operational parameters for a submerged membrane bioreactor treating dyehouse wastewater[J]. Sep Purif Technol, 2005,44 (1): 61–68.
[6]  Calabro V, Curcio S, Paola M G D,etal. Optimization of membrane bioreactor performances during enzymatic oxidation of waste bio-polyphenols[J].Desalination,2009, 236(1-3):30-38.
[7]   李金，王泽．浸没式超滤膜过滤器内流场的数值模拟[J]．三峡大学学报，2010，32(3)：14-17．
[8]  Brannock M, Wang Y and Leslie G. Mixing characterisation of full-scale membrane bioreactors: CFD modelling with experimental validation [J]. Water Res, 2010, 44(10): 3181-3191.
[9]  Wang Y, Brannock M, Leslie G,etal. CFD simulations of membrane filtration zone in a submerged hollow fibre membrane bioreactor using a porous media approach [J]. J Membr Sci, 2010, 363(1-2): 57-66.
[10]  王福军．计算流体力学分析—CFD软件原理与应用[M]．北京：清华大学出社，2004．
[11]  傅德熏，马延文．计算流体力学[M]．北京：高等教育出版社，2002．
[12]  谭立新，李开展，李博．平流二次沉淀池两相流二维数值模拟[J]． 西安理工大学报，2009，25(2)：197-201．
[13]  曾光明，葛卫华，秦肖生．污水厂二维沉淀池水流和悬浮物运动数值模拟[J]．中国环境科学报，2002，22( 4 )：338-341．
[14]  Taha Taha, Cheong W L, Field R W,etal. Gas-sparged ultra?ltration using horizontal and inclined tubular membranes—A CFD study [J]. J Membr Sci, 2006, 279 (1-2): 487–494.
[15]  韩杰，朱彤，黄永刚等．浸没板式膜生物反应器中流体运动的数值模拟[J]．化学与生物工程，2008，25(11)：44-47．
[16]  Li L,Qiu X Y , Sheng J. Weakly Swirling Turbulent Flow in Turbid Water Hydraulic Separation Device[J].Hydrodynamics,2008,
20(3):347-355. 
[17]  臧倩．一体式膜生物反应器曝气方式的优化比较[D]．天津：天津大学，2007：1-4．
[18]  冯民权，范术芳，郑邦民等．导流板的布置方式及其导流效果[J]．武汉大学学报，2009，42(1)：87-91．
[19]  陈威，柳溪．氧化沟中导流墙二维水流流态模拟研究[J]．环境保护工程，2011，29(1)：110-113．
 
[20]  Ren Y,Wei C H,Wu C F,etal. Gas Holdup and Liquid Circulation in an Internal Airlift Loop Reactor[J].J South China University of Technology,2002,30(3):73-76．