厌氧膜生物反应器膜污染及其控制研究进展
|
摘要
厌氧膜生物反应器(Anaerobic Membrane Bioreactor,AnMBR)是一种高效的厌氧生物处理系统,因其具有高容积负荷、低占地面积、优良的出水水质等优点受到了广泛关注。然而膜污染会导致膜组件性能下降,进而增加运行中能量消耗并降低膜组件寿命,是影响An MBR经济、技术可行性的关键因素。综述了An MBR的发展进程,分析了膜污染的影响因素,归纳总结了膜污染控制手段,并在此基础上展望了An MBR的未来研究方向,以期为An MBR的基础研究与推广应用提供理论指导与技术支撑。
As an efficient anaerobic biological treatment system,anaerobic membrane bioreactor(An MBR)has been widely concerned because of its high volume load,small occupied area,excellent quality effluent and so on. However,membrane fouling will lead to a decline in the performance of membrane components,while increasing energy consumption in operation and reducing life span of the membrane components. Hence,it becomes the critical factor affecting the economic and technical feasibility of the An MBR. In this study,the development history of An MBR,the influences and controlling measures of membrane fouling were outlined. Finally,future research directions were put forward to provide theoretical direction and technical support for the fundamental research and technical support of An MBR.
As an efficient anaerobic biological treatment system,anaerobic membrane bioreactor(An MBR)has been widely concerned because of its high volume load,small occupied area,excellent quality effluent and so on. However,membrane fouling will lead to a decline in the performance of membrane components,while increasing energy consumption in operation and reducing life span of the membrane components. Hence,it becomes the critical factor affecting the economic and technical feasibility of the An MBR. In this study,the development history of An MBR,the influences and controlling measures of membrane fouling were outlined. Finally,future research directions were put forward to provide theoretical direction and technical support for the fundamental research and technical support of An MBR.
引文
[1]Kanai M,Ferre V,Wakahara S,et al. A novel combination of methane fermentation and MBR—Kubota submerged anaerobic membrane bioreactor process[J]. Desalination,2009,250(3):964-967.
[2]Chen H,Chang S,Guo Q,et al. Brewery wastewater treatment using an anaerobic membrane bioreactor[J]. Biochem Eng J,2016,105:321-331.
[3]Dong Q,Parker W,Dagnew M. Long term performance of membranes in an anaerobic membrane bioreactor treating municipal wastewater[J]. Chemosphere,2016,144:249-256.
[4]Smith A L,Stadler L B,Love N G,et al. Perspectives on anaerobic membrane bioreactor treatment of domestic wastewater:A critical review[J]. Bioresour Technol,2012,122(5):149-159.
[5]Xie Z F,Wang Z W,Wang Q Y,et al. An anaerobic dynamic membrane bioreactor(AnDMBR)for landfill leachate treatment:Performance and microbial community identification[J].Bioresour Technol,2014,161(3):29-39.
[6]Zayen A,Mnif S,Jlae觙l L,et al. Phthalates accumulation inside an anaerobic membrane bioreactor for landfill leachate treatment[J]. Desalin Water Treat,2015,53(4):1136-1143.
[7]Ng K K,Shi X,Ng H Y. Evaluation of system performance and microbial communities of a bioaugmented anaerobic membrane bioreactor treating pharmaceutical wastewater[J]. Water Res,2015,81:311-324.
[8]Grethlein H E. Anaerobic digestion and membrane separation of domestic wastewater[J]. J Water Pollut Control Fed,1978,50(4):754-763.
[9]余智勇.厌氧膜生物反应器的污泥消化和膜污染特性[D].北京:清华大学,2015.
[10]岑运华.日本“水综合再生利用系统”90年计划的进展概要[J].环境科学研究,1990(2):50-55.
[11]Ross W R,Barnard J P,Roux J L,et al. Application of ultrafiltration membranes for solids-liquid separation in anaerobic digestion systems:The ADUF process[J]. Water SA,1990,16(2):85-91.
[12]Wang W,Yang Q,Zheng S,et al. Anaerobic membrane bioreactor(AnMBR)for bamboo industry wastewater treatment[J].Bioresour Technol,2013,149(12):292-300.
[13]Ross W R,Barnard J P,Strohwald N K H,et al. Practical application of the ADUF process to the full-scale treatment of maizeprocessing effluent[J]. Water Sci Technol,1992,25(10):27-39.
[14]Trzcinski A P,Stuckey D C. Treatment of municipal solid waste leachate using a submerged anaerobic membrane bioreactor at mesophilic and psychrophilic temperatures:Analysis of recalcitrants in the permeate using GC-MS[J]. Water Res,2010,44(3):671-680.
[15]Shin C,Mccarty P L,Kim J,et al. Pilot-scale temperate-climate treatment of domestic wastewater with a staged anaerobic fluidized membrane bioreactor(SAF-MBR)[J]. Bioresour Technol,2014,159(5):95-103.
[16]陈志祥.浸没式厌氧膜生物反应器在乳品废水处理中的应用研究[D].上海:东华大学,2010.
[17]He Y,Xu P,Li C,et al. High-concentration food wastewater treatment by an anaerobic membrane bioreactor[J]. Water Res,2005,39(17):4110-4118.
[18]白玲,刘超,胡侃,等.浸没式双轴旋转厌氧膜生物反应器处理啤酒废水试验[J].环境科学学报,2009,29(9):1813-1819.
[19]Xu M,Wen X,Yu Z,et al. A hybrid anaerobic membrane bioreactor coupled with online ultrasonic equipment for digestion of waste activated sludge[J]. Bioresour Technol,2011,102(10):5617-5625.
[20]黄霞,文湘华.水处理膜生物反应器原理与应用[M].北京:科学出版社,2012.
[21]Chang I S,Kim S N. Wastewater treatment using membrane filtration-effect of biosolids concentration on cake resistance[J].Process Biochem,2005,40(3):1307-1314.
[22]Baker J,Stephenson T,Dard S,et al. Characterisation of fouling of nanofiltration membranes used to treat surface waters[J]. Environ Technol,1995,16(10):977-985.
[23]Fawehinmi F. Anaerobic membrane bioreactors for municipal wastewater treatment[D]. England:Cranfield University,2006.
[24]Lee Y,Cho J,Seo Y,et al. Modeling of submerged membrane bioreactor process for wastewater treatment[J]. Desalination,2002,146(1):451-457.
[25]孙超.微生物电解池耦合厌氧膜生物反应器(MEC-AnMBR)运行性能及微生物学机理研究[D].杭州:浙江大学,2017.
[26]夏天.竹炭颗粒强化AnMBR工艺处理高浓度竹制品废水研究[D].杭州:浙江大学,2017.
[27]Xu M L,Wen X H,Huang X,et al. Membrane fouling control in an anaerobic membrane bioreactor coupled with online ultrasound equipment for digestion of waste activated sludge[J]. Sep Sci Technol,2010,45(7):941-947.
[28]Choo K H,Lee C H. Effect of anaerobic digestion broth composition on membrane permeability[J]. Water Sci Technol,1996,34(9):173-179.
[29]Meireles M,Aimar P,Sanchez V. Effects of protein fouling on the apparent pore size distribution of sieving membranes[J]. J Membrane Sci,1991,56(1):13-28.
[30]Baniel A,Eyal A,Edelstein D,et al. Porogen derived membranes.1. Concept description and analysis[J]. J Membrane Sci,1990,54(3):271-283.
[31]Choi J G,Bae T H,Kim J H,et al. The behavior of membrane fouling initiation on the crossflow membrane bioreactor system[J]. J Membrane Sci,2002,203(1):103-113.
[32]Freire E,Bianchi O,Monteiro E E C,et al. Processability of PVDF/PMMA blends studied by torque rheometry[J]. Mat Sci Eng C,2009,29(2):657-661.
[33]Bae T H,Tak T M. Effect of TiO2nanoparticles on fouling mitigation of ultrafiltration membranes for activated sludge filtration[J]. J Membrane Sci,2005,249(1):1-8.
[34]Cho B D,Fane A G. Fouling transients in nominally sub-critical flux operation of a membrane bioreactor[J]. J Membrane Sci,2002,209(2):391-403.
[35]Gui P,Huang X,Chen Y,et al. Effect of operational parameters on sludge accumulation on membrane surface in a submerged membrane bioreactor[J]. Desalination,2003,151(2):185-194.
[36]Beaubien A,B ty M,Jeannot F,et al. Design and operation of anaerobic membrane bioreactors:Development of a filtration testing strategy[J]. J Membrane Sci,1996,109(2):173-184.
[37]Ueda T,Hata K,Kikuoka Y. Treatment of domestic sewage from rural settlements by a membrane bioreactor[J]. Water Sci Technol,1996,34(9):189-196.
[38]Herrera-Robledo M,Morgan-Sagastume J M,Noyola A. Biofouling and pollutant removal during long-term operation of an anaerobic membrane bioreactor treating municipal wastewater[J]. Biofouling,2010,26(1):23-30.
[39]王凯. MFC-厌氧MBR耦合系统运行效果及膜污染特性研究[D].哈尔滨:哈尔滨工业大学,2012.
[40]Zhang G,Liu Z. Membrane fouling and cleaning in ultrafiltration of wastewater from banknote printing works[J]. J Membrane Sci,2003,211(2):235-249.
[2]Chen H,Chang S,Guo Q,et al. Brewery wastewater treatment using an anaerobic membrane bioreactor[J]. Biochem Eng J,2016,105:321-331.
[3]Dong Q,Parker W,Dagnew M. Long term performance of membranes in an anaerobic membrane bioreactor treating municipal wastewater[J]. Chemosphere,2016,144:249-256.
[4]Smith A L,Stadler L B,Love N G,et al. Perspectives on anaerobic membrane bioreactor treatment of domestic wastewater:A critical review[J]. Bioresour Technol,2012,122(5):149-159.
[5]Xie Z F,Wang Z W,Wang Q Y,et al. An anaerobic dynamic membrane bioreactor(AnDMBR)for landfill leachate treatment:Performance and microbial community identification[J].Bioresour Technol,2014,161(3):29-39.
[6]Zayen A,Mnif S,Jlae觙l L,et al. Phthalates accumulation inside an anaerobic membrane bioreactor for landfill leachate treatment[J]. Desalin Water Treat,2015,53(4):1136-1143.
[7]Ng K K,Shi X,Ng H Y. Evaluation of system performance and microbial communities of a bioaugmented anaerobic membrane bioreactor treating pharmaceutical wastewater[J]. Water Res,2015,81:311-324.
[8]Grethlein H E. Anaerobic digestion and membrane separation of domestic wastewater[J]. J Water Pollut Control Fed,1978,50(4):754-763.
[9]余智勇.厌氧膜生物反应器的污泥消化和膜污染特性[D].北京:清华大学,2015.
[10]岑运华.日本“水综合再生利用系统”90年计划的进展概要[J].环境科学研究,1990(2):50-55.
[11]Ross W R,Barnard J P,Roux J L,et al. Application of ultrafiltration membranes for solids-liquid separation in anaerobic digestion systems:The ADUF process[J]. Water SA,1990,16(2):85-91.
[12]Wang W,Yang Q,Zheng S,et al. Anaerobic membrane bioreactor(AnMBR)for bamboo industry wastewater treatment[J].Bioresour Technol,2013,149(12):292-300.
[13]Ross W R,Barnard J P,Strohwald N K H,et al. Practical application of the ADUF process to the full-scale treatment of maizeprocessing effluent[J]. Water Sci Technol,1992,25(10):27-39.
[14]Trzcinski A P,Stuckey D C. Treatment of municipal solid waste leachate using a submerged anaerobic membrane bioreactor at mesophilic and psychrophilic temperatures:Analysis of recalcitrants in the permeate using GC-MS[J]. Water Res,2010,44(3):671-680.
[15]Shin C,Mccarty P L,Kim J,et al. Pilot-scale temperate-climate treatment of domestic wastewater with a staged anaerobic fluidized membrane bioreactor(SAF-MBR)[J]. Bioresour Technol,2014,159(5):95-103.
[16]陈志祥.浸没式厌氧膜生物反应器在乳品废水处理中的应用研究[D].上海:东华大学,2010.
[17]He Y,Xu P,Li C,et al. High-concentration food wastewater treatment by an anaerobic membrane bioreactor[J]. Water Res,2005,39(17):4110-4118.
[18]白玲,刘超,胡侃,等.浸没式双轴旋转厌氧膜生物反应器处理啤酒废水试验[J].环境科学学报,2009,29(9):1813-1819.
[19]Xu M,Wen X,Yu Z,et al. A hybrid anaerobic membrane bioreactor coupled with online ultrasonic equipment for digestion of waste activated sludge[J]. Bioresour Technol,2011,102(10):5617-5625.
[20]黄霞,文湘华.水处理膜生物反应器原理与应用[M].北京:科学出版社,2012.
[21]Chang I S,Kim S N. Wastewater treatment using membrane filtration-effect of biosolids concentration on cake resistance[J].Process Biochem,2005,40(3):1307-1314.
[22]Baker J,Stephenson T,Dard S,et al. Characterisation of fouling of nanofiltration membranes used to treat surface waters[J]. Environ Technol,1995,16(10):977-985.
[23]Fawehinmi F. Anaerobic membrane bioreactors for municipal wastewater treatment[D]. England:Cranfield University,2006.
[24]Lee Y,Cho J,Seo Y,et al. Modeling of submerged membrane bioreactor process for wastewater treatment[J]. Desalination,2002,146(1):451-457.
[25]孙超.微生物电解池耦合厌氧膜生物反应器(MEC-AnMBR)运行性能及微生物学机理研究[D].杭州:浙江大学,2017.
[26]夏天.竹炭颗粒强化AnMBR工艺处理高浓度竹制品废水研究[D].杭州:浙江大学,2017.
[27]Xu M L,Wen X H,Huang X,et al. Membrane fouling control in an anaerobic membrane bioreactor coupled with online ultrasound equipment for digestion of waste activated sludge[J]. Sep Sci Technol,2010,45(7):941-947.
[28]Choo K H,Lee C H. Effect of anaerobic digestion broth composition on membrane permeability[J]. Water Sci Technol,1996,34(9):173-179.
[29]Meireles M,Aimar P,Sanchez V. Effects of protein fouling on the apparent pore size distribution of sieving membranes[J]. J Membrane Sci,1991,56(1):13-28.
[30]Baniel A,Eyal A,Edelstein D,et al. Porogen derived membranes.1. Concept description and analysis[J]. J Membrane Sci,1990,54(3):271-283.
[31]Choi J G,Bae T H,Kim J H,et al. The behavior of membrane fouling initiation on the crossflow membrane bioreactor system[J]. J Membrane Sci,2002,203(1):103-113.
[32]Freire E,Bianchi O,Monteiro E E C,et al. Processability of PVDF/PMMA blends studied by torque rheometry[J]. Mat Sci Eng C,2009,29(2):657-661.
[33]Bae T H,Tak T M. Effect of TiO2nanoparticles on fouling mitigation of ultrafiltration membranes for activated sludge filtration[J]. J Membrane Sci,2005,249(1):1-8.
[34]Cho B D,Fane A G. Fouling transients in nominally sub-critical flux operation of a membrane bioreactor[J]. J Membrane Sci,2002,209(2):391-403.
[35]Gui P,Huang X,Chen Y,et al. Effect of operational parameters on sludge accumulation on membrane surface in a submerged membrane bioreactor[J]. Desalination,2003,151(2):185-194.
[36]Beaubien A,B ty M,Jeannot F,et al. Design and operation of anaerobic membrane bioreactors:Development of a filtration testing strategy[J]. J Membrane Sci,1996,109(2):173-184.
[37]Ueda T,Hata K,Kikuoka Y. Treatment of domestic sewage from rural settlements by a membrane bioreactor[J]. Water Sci Technol,1996,34(9):189-196.
[38]Herrera-Robledo M,Morgan-Sagastume J M,Noyola A. Biofouling and pollutant removal during long-term operation of an anaerobic membrane bioreactor treating municipal wastewater[J]. Biofouling,2010,26(1):23-30.
[39]王凯. MFC-厌氧MBR耦合系统运行效果及膜污染特性研究[D].哈尔滨:哈尔滨工业大学,2012.
[40]Zhang G,Liu Z. Membrane fouling and cleaning in ultrafiltration of wastewater from banknote printing works[J]. J Membrane Sci,2003,211(2):235-249.