厌氧膜生物反应器(AnMBR)在城镇垃圾填埋场渗滤液处理中的应用综述
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摘要
卫生填埋是当今消除城镇固体废物常见方法之一。由此产生的垃圾渗滤液是一种高浓度有机物废水。即便少量此类渗滤液也会对地表水和地下水造成严重威胁。因此,垃圾渗滤液必须进行无害化处理,达标排放。在过去的几年中,厌氧膜生物反应器(AnMBR)技术由于相对与其他处理方式有着显著的优势而被认为是垃圾渗滤液处理优先考虑的方法并已经进行了广泛而深入的研究,特别是在各种类型的厌氧反应器与膜结合使用等方面。本文综述了厌氧膜生物反应器技术在城市垃圾渗滤液处理中的潜力。对实验室小试规模中各种因素对AnMBR生物和过滤性能的影响进行评述。
Nowadays, Sanitary landfill is one of the common ways to eliminate municipal solid waste. Landfill leachate is a high concentration organic wastewater. Even a small amount of such leachate poses a serious threat to surface water and groundwater. Therefore, landfill leachate must be treated innocuous and discharged. In the past few years, the anaerobic membrane bioreactor(AnMBR) technology had been considered as a priority method for landfill leachate treatment and widely and deeply studied because of its remarkable advantages over other treatments.,especially in various types of anaerobic reactors and membrane combination. In this paper, the potential of anaerobic membrane bioreactor for landfill leachate treatment was reviewed. The effects of various factors on the biological and filtration properties of AnMBR in the laboratory scale were reviewed.
Nowadays, Sanitary landfill is one of the common ways to eliminate municipal solid waste. Landfill leachate is a high concentration organic wastewater. Even a small amount of such leachate poses a serious threat to surface water and groundwater. Therefore, landfill leachate must be treated innocuous and discharged. In the past few years, the anaerobic membrane bioreactor(AnMBR) technology had been considered as a priority method for landfill leachate treatment and widely and deeply studied because of its remarkable advantages over other treatments.,especially in various types of anaerobic reactors and membrane combination. In this paper, the potential of anaerobic membrane bioreactor for landfill leachate treatment was reviewed. The effects of various factors on the biological and filtration properties of AnMBR in the laboratory scale were reviewed.
引文
[1]陈雷,贺磊,吴立群,等.垃圾渗滤液的处理现状及发展方向[J].环境工程,2016,34(S1):295-298.
[2]李芸,李军,蔡辉,等.晚期垃圾渗滤液厌氧氨氧化脱氮及其抑制动力学[J].中国环境科学,2016,36(05):1409-1416.
[3]杜昱,李洪君,李大利,等.垃圾渗滤液处理亟需解决的问题及发展方向[J].中国给水排水,2015,31(22):33-36.
[4]罗丹,晏云鹏,全学军.膜分离技术在垃圾渗滤液处理中的应用[J].化工进展,2015,34(8):3133-3141.
[5]晏云鹏,全学军,葛淑萍,等.垃圾渗滤液生化出水絮凝-纳滤处理及过程机理[J].化工学报,2015,66(06):2280-2287.
[6]郑冰玉,张树军,张亮,等.一体化厌氧氨氧化工艺处理垃圾渗滤液的性能研究[J].中国环境科学,2014,34(07):1728-1733.
[7]周晓.基于AnMBR的城市污水处理工艺及能源回收研究[D].北京建筑大学,2016.
[8]王欣然.厌氧膜生物反应器(AnMBR)处理生活污水的运行效能研究[D].哈尔滨工业大学,2017.
[9]孙雨清,赵俊.垃圾渗滤液反渗透浓缩液处理技术综述[J].山西建筑,2013,39(11):194-196.
[10]何小松,于静,席北斗,等.填埋垃圾渗滤液中水溶性有机物去除规律研究[J].光谱学与光谱分析,2012,32(09):2528-2533.
[11]林琦.垃圾渗滤液处理工艺的应用及分析[J].环境保护与循环经济,2012,32(03):63-65.
[12]欧阳科,黎丽华,陈媛,等.膜生物反应器(MBR)处理垃圾渗滤液的脱氮研究[J].生态环境学报,2011,20(04):706-710.
[13]胡蝶,陈文清,张奎,等.垃圾渗滤液处理工艺实例分析[J].水处理技术,2011,37(03):132-135.
[14]刘牡,彭永臻,宋燕杰,等.厌氧-好氧组合工艺处理垃圾渗滤液短程硝化的二次启动[J].水处理技术,2011,37(02):52-58.
[15]苗妍,王志伟,梅晓洁,等.基质配比及硫酸盐对AnMBR产甲烷性能的影响[J].中国环境科学,2017,37(03):998-1002.
[16]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].浙江大学,2017.
[17]丁一.AnMBR+FOMBR组合系统处理城市污水膜污染特性及机制研究[D].哈尔滨工业大学,2015.
[18]孙凯,陆晓峰,周保昌,等.厌氧膜生物反应器(AnMBR)处理高浓度豆制品废水的研究[J].膜科学与技术,2011,31(04):65-69,99.
[19]Khanal S K.Anaerobic Biotechnology for Bioenergy Production:principles and applications[J].Wiley-Blackwell,2008.
[20]周亚红,宋宝增.厌氧膜生物反应器在水处理中的应用研究[J].四川环境,2006(05):85-86,102.
[21]赵新景,梁国明,周保昌.AnMBR处理活性黑KN-B印染废水[J].膜科学与技术,2010,30(02):79-85.
[22]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 Research,2010,44(3):671-680.
[23]Tsilogeorgis J,Zouboulis A,Samaras P,et al.Application of a membrane sequencing batch reactor for landfill leachate treatment[J].Desalination,2008,221(1):483-493.
[24]Ho JH,Khanal SK,Sung S.Anaerobic membrane bioreactor for treatment of synthetic municipal wastewater at ambient temperature[J].Water Science and Technology,2009,55(7):79-86.
[25]Smith A L,Stadler L B,et al.Perspectives on anaerobic membrane bioreactor treatment of domestic wastewater:a critical review[J].Bioresource Technology,2012,122(5):149-159.
[26]Trzcinski A P,Stuckey D C.Continuous treatment of the organic fraction of municipal solid waste in an anaerobic two-stage membrane process with liquid recycle[J].Water Research,2009,43(9):2449-2462.
[27]Xie Z,Wang Z,Wang Q,et al.An anaerobic dynamic membrane bioreactor(AnDMBR)for landfill leachate treatment:performance and microbial community identification[J].Bioresource Technology,2014,161(3):29-39.
[28]Weiland P.Biogas production:current state and perspectives.[J].Applied Microbiology and Biotechnology,2010,85(4):849.
[29]Ahmed F N,Lan C Q.Treatment of landfill leachate using membrane bioreactors:A review[J].Desalination,2012,287(8):41-54.
[30]Ndegwa P M,Hamilton D W,Lalman J A,et al.Effects of cycle-frequency and temperature on the performance of anaerobic sequencing batch reactors(ASBRs)treating swine waste[J].Bioresour Technol,2008,99(6):1972-1980.
[2]李芸,李军,蔡辉,等.晚期垃圾渗滤液厌氧氨氧化脱氮及其抑制动力学[J].中国环境科学,2016,36(05):1409-1416.
[3]杜昱,李洪君,李大利,等.垃圾渗滤液处理亟需解决的问题及发展方向[J].中国给水排水,2015,31(22):33-36.
[4]罗丹,晏云鹏,全学军.膜分离技术在垃圾渗滤液处理中的应用[J].化工进展,2015,34(8):3133-3141.
[5]晏云鹏,全学军,葛淑萍,等.垃圾渗滤液生化出水絮凝-纳滤处理及过程机理[J].化工学报,2015,66(06):2280-2287.
[6]郑冰玉,张树军,张亮,等.一体化厌氧氨氧化工艺处理垃圾渗滤液的性能研究[J].中国环境科学,2014,34(07):1728-1733.
[7]周晓.基于AnMBR的城市污水处理工艺及能源回收研究[D].北京建筑大学,2016.
[8]王欣然.厌氧膜生物反应器(AnMBR)处理生活污水的运行效能研究[D].哈尔滨工业大学,2017.
[9]孙雨清,赵俊.垃圾渗滤液反渗透浓缩液处理技术综述[J].山西建筑,2013,39(11):194-196.
[10]何小松,于静,席北斗,等.填埋垃圾渗滤液中水溶性有机物去除规律研究[J].光谱学与光谱分析,2012,32(09):2528-2533.
[11]林琦.垃圾渗滤液处理工艺的应用及分析[J].环境保护与循环经济,2012,32(03):63-65.
[12]欧阳科,黎丽华,陈媛,等.膜生物反应器(MBR)处理垃圾渗滤液的脱氮研究[J].生态环境学报,2011,20(04):706-710.
[13]胡蝶,陈文清,张奎,等.垃圾渗滤液处理工艺实例分析[J].水处理技术,2011,37(03):132-135.
[14]刘牡,彭永臻,宋燕杰,等.厌氧-好氧组合工艺处理垃圾渗滤液短程硝化的二次启动[J].水处理技术,2011,37(02):52-58.
[15]苗妍,王志伟,梅晓洁,等.基质配比及硫酸盐对AnMBR产甲烷性能的影响[J].中国环境科学,2017,37(03):998-1002.
[16]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].浙江大学,2017.
[17]丁一.AnMBR+FOMBR组合系统处理城市污水膜污染特性及机制研究[D].哈尔滨工业大学,2015.
[18]孙凯,陆晓峰,周保昌,等.厌氧膜生物反应器(AnMBR)处理高浓度豆制品废水的研究[J].膜科学与技术,2011,31(04):65-69,99.
[19]Khanal S K.Anaerobic Biotechnology for Bioenergy Production:principles and applications[J].Wiley-Blackwell,2008.
[20]周亚红,宋宝增.厌氧膜生物反应器在水处理中的应用研究[J].四川环境,2006(05):85-86,102.
[21]赵新景,梁国明,周保昌.AnMBR处理活性黑KN-B印染废水[J].膜科学与技术,2010,30(02):79-85.
[22]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 Research,2010,44(3):671-680.
[23]Tsilogeorgis J,Zouboulis A,Samaras P,et al.Application of a membrane sequencing batch reactor for landfill leachate treatment[J].Desalination,2008,221(1):483-493.
[24]Ho JH,Khanal SK,Sung S.Anaerobic membrane bioreactor for treatment of synthetic municipal wastewater at ambient temperature[J].Water Science and Technology,2009,55(7):79-86.
[25]Smith A L,Stadler L B,et al.Perspectives on anaerobic membrane bioreactor treatment of domestic wastewater:a critical review[J].Bioresource Technology,2012,122(5):149-159.
[26]Trzcinski A P,Stuckey D C.Continuous treatment of the organic fraction of municipal solid waste in an anaerobic two-stage membrane process with liquid recycle[J].Water Research,2009,43(9):2449-2462.
[27]Xie Z,Wang Z,Wang Q,et al.An anaerobic dynamic membrane bioreactor(AnDMBR)for landfill leachate treatment:performance and microbial community identification[J].Bioresource Technology,2014,161(3):29-39.
[28]Weiland P.Biogas production:current state and perspectives.[J].Applied Microbiology and Biotechnology,2010,85(4):849.
[29]Ahmed F N,Lan C Q.Treatment of landfill leachate using membrane bioreactors:A review[J].Desalination,2012,287(8):41-54.
[30]Ndegwa P M,Hamilton D W,Lalman J A,et al.Effects of cycle-frequency and temperature on the performance of anaerobic sequencing batch reactors(ASBRs)treating swine waste[J].Bioresour Technol,2008,99(6):1972-1980.