好氧颗粒污泥MBR处理高浓度有机废水研究进展
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摘要
好氧颗粒污泥MBR(AGMBR)是集好氧颗粒污泥(AGS)与膜生物反应器(MBR)系统于一体的污水处理系统,兼具2种污水处理方法的优点且回避了二者的劣势,对复杂高浓度有机废水处理显示出巨大的潜力,且不易产生膜污染问题。综述了AGMBR中AGS的培养及其在高浓度有机废水中的应用,并对AGMBR的稳定性与膜污染进行了简单阐述,对AGMBR在高浓度有机废水处理中的应用提出展望。
Aerobic granular sludge membrane bioreactor(AGMBR) is a sewage treatment system integrating aerobic granular sludge(AGS) and membrane bioreactor(MBR) system. It has the advantages of two sewage treatment methods and avoid their shortcomings. it has great potential for the treatment of complex high concentration organic wastewater, and it is not easy to cause membrane fouling. This review introduces culture of AGS in AGMBR and its application in high concentration organic wastewater. The stability and membrane fouling of AGMBR were briefly described, and the application of AGMBR in the treatment of high concentration organic wastewater was prospected.
Aerobic granular sludge membrane bioreactor(AGMBR) is a sewage treatment system integrating aerobic granular sludge(AGS) and membrane bioreactor(MBR) system. It has the advantages of two sewage treatment methods and avoid their shortcomings. it has great potential for the treatment of complex high concentration organic wastewater, and it is not easy to cause membrane fouling. This review introduces culture of AGS in AGMBR and its application in high concentration organic wastewater. The stability and membrane fouling of AGMBR were briefly described, and the application of AGMBR in the treatment of high concentration organic wastewater was prospected.
引文
[1]陈蕊,王晓丽,傅学起,等.好氧颗粒污泥膜生物反应器与普通膜生物反应器处理模拟畜禽废水的比较[J].农业环境科学学报,2007,26(2):759-763.
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[5]CARUCCI A,MILIA S,CAPPAI G,et al.A direct comparison amongst different technologies(aerobic gra-nular sludge,SBR and MBR)for the treatment of wastewater contaminated by4-chlorophenol[J].Journal of Hazardous Materials,2010,177:1119-1125.
[6]JUANG Y C,ADAV S S,LEE D J,et al.Biodiversity in aerobic granule membrane bioreactor at highorganic loading rates[J].Applied Microbiology and Biotechnology,2009,85(2):383-388.
[7]CHEN C,BIN L,TANG B,et al.Cultivating granular sludge directly in a continuous-flow membrane b-ioreactor with internal circulation[J].Chemical Engineering Journal,2017,309:108-117.
[8]张志柳,米海蓉,贾京京,等.MBR中培养好氧颗粒污泥处理船舶生活污水[J].环境工程学报,2015,9(8):3878-3882.
[9]曹雯雯,宋志伟,郑健.好氧颗粒污泥膜生物反应器处理焦化废水[J].黑龙江科技大学学报,2012,22(1):23-27.
[10]BASSET,LOPEZ-PALAU S,DOSTA J,et al.Comparison of aerobic granulation and anaerobic membrane bioreactor technologies for winery wastewater treatment[J].Water Science&Technology,2014,69(2):320-327.
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[12]姚力,信欣,鲁航.连续流态下以实际低基质生活污水培养好氧颗粒污泥及其脱氮性能[J].环境科学,2015,36(7):2626-2632.
[13]张铭川,徐新阳,王琳.好氧颗粒污泥短程硝化处理养殖废水及N2O释放特性[J].东北大学学报(自然科学版),2018,333(6):115-119.
[14]LI W W,WANG Y K,SHENG G P,et al.Integration of aerobic granular sludge and mesh filter mem-brane bioreactor for cost-effective wastewater treatment[J].Bioresource Technology,2012,122:22-26.
[15]IORHEMEN O T,HAMZA R A,ZAGHLOUL M S,et al.Simultaneous organics and nutrients removal in s-idestream aerobic granular sludge membrane bioreactor(AGMBR)[J].Journal of Water Process Engineerin-g,2018,21:127-132.
[16]RANIA Ahmed Hamza,SHENG Zhiya,OLIVER Terna Iorhemen,et al.Impact of food-to-microorganisms ratio on the stability of aerobic granular sludge treating high strength organic wastewater[J].Water Research,2018,147:287-298.
[17]高景峰,王时杰,樊晓燕,等.同步脱氮除磷好氧颗粒污泥培养过程微生物群落变化[J].环境科学,2017(11):4696-4705.
[18]FIGDORE B A,STENSEL H D,WINKLER M H.Comparison of different aerobic granular sludge types foractivated sludge nitrification bioaugmentation potential[J].Bioresour Technol,2017,251:189-196.
[19]ZHANG Zhiming,YU Zhuodong,DONG Jingjing,et al.Stability of aerobic granular sludge under cond-ition of low influent C/N ratio:Correlation of sludge property and functional microorganism[J].Bioresour-ce Technology,2018,270:391-399.
[20]CORSINO S F.Study of aerobic granular sludge stability in a continuousflow membrane bioreactor[J].Bioresource Technology,2016,200:1055-1059.
[21]REN Xiaomin,et al.The influence of Fe2+,Fe3+and magnet powder(Fe3O4)on aerobic granulation a-nd their mechanisms[J].Ecotoxicology and Environmental Safety,2018,164:1-11.
[22]CHEN Guangpeng,BIN Liying,TANG Bing,et al.Rapid reformation of larger aerobic granular sludge in an internalcirculation membrane bioreactor after long-term operation:Effect of short-time aeration[J].Bi-oresource Technology,2018,273:462-467.
[23]WU L,TANG B,BIN L,et al.Heterogeneity of the diverse aerobic sludge granules self-cultivated in a membrane bioreactor with enhanced internal circulation[J].Bioresource Technology,2018,263:297-305.
[24]WANG J F,QIU Z G,CHEN Z Q,et al.Comparison and Analysis of Membrane Fouling between Flo-cculent Sludge Membrane Bioreactor and Granular Sludge Membrane Bioreactor[J].PLOSONE,2012,7(7):1-7.
[25]WANG Y,ZHONG C,HUANG D,et al.The membrane fouling characteristics of MBRs with different a-erobic granular sludges at high flux[J].Bioresource Technology,2013,136:488-495.
[26]WANG L,LIU X,LEE D J,et al.Recent advances on biosorption by aerobic granular sludge[J].Journal of Hazardous Materials,2018,357:253-270.
[27]JUANG Y C,SU A,FANG L H,et al.Fouling with aerobic granule membrane bioreactor[J].Water Science&Technology,2011,64(9):1870-1875.
[28]SAJJAD M,KIM I S,KIM K S.Development of a novel process to mitigate membrane fouling in a continuous sludge system by seeding aerobic granules at pilot plant[J].Journal of Membrane Science,2016,497:90-98.
[29]ZHANG Wenxiang,JIANG Feng,et al.Membrane fouling in aerobic granular sludge(AGS)-membrane bioreactor(MBR):effect of AGS size[J].Water Research,2018,69:354-621.
[30]王成端,黄国富.好氧颗粒污泥膜生物反应器中的污泥性质与膜污染研究[J].环境科学,2010,31(3):756-762.
[2]冯涌,卢龙,杨敏.混凝气浮-好氧颗粒污泥膜生物反应器处理造纸厂废水[J].环境工程,2012,30(5):28-30.
[3]IORHEMEN O T,HAMZA R A,TAY J H.Membrane Bioreactor(MBR)Technology for Wastewater Trea-tment and Reclamation:Membrane Fouling[J].Membranes,2016,6(2):33-38.
[4]邱光磊,宋永会,曾萍,等.连续流膜生物反应器中好氧颗粒污泥的形成及机制探讨[J].环境科学学报,2011,31(3):476-484.
[5]CARUCCI A,MILIA S,CAPPAI G,et al.A direct comparison amongst different technologies(aerobic gra-nular sludge,SBR and MBR)for the treatment of wastewater contaminated by4-chlorophenol[J].Journal of Hazardous Materials,2010,177:1119-1125.
[6]JUANG Y C,ADAV S S,LEE D J,et al.Biodiversity in aerobic granule membrane bioreactor at highorganic loading rates[J].Applied Microbiology and Biotechnology,2009,85(2):383-388.
[7]CHEN C,BIN L,TANG B,et al.Cultivating granular sludge directly in a continuous-flow membrane b-ioreactor with internal circulation[J].Chemical Engineering Journal,2017,309:108-117.
[8]张志柳,米海蓉,贾京京,等.MBR中培养好氧颗粒污泥处理船舶生活污水[J].环境工程学报,2015,9(8):3878-3882.
[9]曹雯雯,宋志伟,郑健.好氧颗粒污泥膜生物反应器处理焦化废水[J].黑龙江科技大学学报,2012,22(1):23-27.
[10]BASSET,LOPEZ-PALAU S,DOSTA J,et al.Comparison of aerobic granulation and anaerobic membrane bioreactor technologies for winery wastewater treatment[J].Water Science&Technology,2014,69(2):320-327.
[11]SHELDON M S,ZEELIE P J,EDWARDS W.Treatment of paper mill effluent using an anaerobic/aerobic hybrid sidestream Membrane Bioreactor[J].Water Science&Technology,2012,65(7):1265-1272.
[12]姚力,信欣,鲁航.连续流态下以实际低基质生活污水培养好氧颗粒污泥及其脱氮性能[J].环境科学,2015,36(7):2626-2632.
[13]张铭川,徐新阳,王琳.好氧颗粒污泥短程硝化处理养殖废水及N2O释放特性[J].东北大学学报(自然科学版),2018,333(6):115-119.
[14]LI W W,WANG Y K,SHENG G P,et al.Integration of aerobic granular sludge and mesh filter mem-brane bioreactor for cost-effective wastewater treatment[J].Bioresource Technology,2012,122:22-26.
[15]IORHEMEN O T,HAMZA R A,ZAGHLOUL M S,et al.Simultaneous organics and nutrients removal in s-idestream aerobic granular sludge membrane bioreactor(AGMBR)[J].Journal of Water Process Engineerin-g,2018,21:127-132.
[16]RANIA Ahmed Hamza,SHENG Zhiya,OLIVER Terna Iorhemen,et al.Impact of food-to-microorganisms ratio on the stability of aerobic granular sludge treating high strength organic wastewater[J].Water Research,2018,147:287-298.
[17]高景峰,王时杰,樊晓燕,等.同步脱氮除磷好氧颗粒污泥培养过程微生物群落变化[J].环境科学,2017(11):4696-4705.
[18]FIGDORE B A,STENSEL H D,WINKLER M H.Comparison of different aerobic granular sludge types foractivated sludge nitrification bioaugmentation potential[J].Bioresour Technol,2017,251:189-196.
[19]ZHANG Zhiming,YU Zhuodong,DONG Jingjing,et al.Stability of aerobic granular sludge under cond-ition of low influent C/N ratio:Correlation of sludge property and functional microorganism[J].Bioresour-ce Technology,2018,270:391-399.
[20]CORSINO S F.Study of aerobic granular sludge stability in a continuousflow membrane bioreactor[J].Bioresource Technology,2016,200:1055-1059.
[21]REN Xiaomin,et al.The influence of Fe2+,Fe3+and magnet powder(Fe3O4)on aerobic granulation a-nd their mechanisms[J].Ecotoxicology and Environmental Safety,2018,164:1-11.
[22]CHEN Guangpeng,BIN Liying,TANG Bing,et al.Rapid reformation of larger aerobic granular sludge in an internalcirculation membrane bioreactor after long-term operation:Effect of short-time aeration[J].Bi-oresource Technology,2018,273:462-467.
[23]WU L,TANG B,BIN L,et al.Heterogeneity of the diverse aerobic sludge granules self-cultivated in a membrane bioreactor with enhanced internal circulation[J].Bioresource Technology,2018,263:297-305.
[24]WANG J F,QIU Z G,CHEN Z Q,et al.Comparison and Analysis of Membrane Fouling between Flo-cculent Sludge Membrane Bioreactor and Granular Sludge Membrane Bioreactor[J].PLOSONE,2012,7(7):1-7.
[25]WANG Y,ZHONG C,HUANG D,et al.The membrane fouling characteristics of MBRs with different a-erobic granular sludges at high flux[J].Bioresource Technology,2013,136:488-495.
[26]WANG L,LIU X,LEE D J,et al.Recent advances on biosorption by aerobic granular sludge[J].Journal of Hazardous Materials,2018,357:253-270.
[27]JUANG Y C,SU A,FANG L H,et al.Fouling with aerobic granule membrane bioreactor[J].Water Science&Technology,2011,64(9):1870-1875.
[28]SAJJAD M,KIM I S,KIM K S.Development of a novel process to mitigate membrane fouling in a continuous sludge system by seeding aerobic granules at pilot plant[J].Journal of Membrane Science,2016,497:90-98.
[29]ZHANG Wenxiang,JIANG Feng,et al.Membrane fouling in aerobic granular sludge(AGS)-membrane bioreactor(MBR):effect of AGS size[J].Water Research,2018,69:354-621.
[30]王成端,黄国富.好氧颗粒污泥膜生物反应器中的污泥性质与膜污染研究[J].环境科学,2010,31(3):756-762.