A2/O-MBR研究与应用进展
作者:徐荣乐,樊耀波,张晴,魏源送
单位: 中国科学院生态环境研究中心
关键词: A2/O-MBR;脱氮除磷;污水处理;膜污染控制;运行参数
出版年,卷(期):页码: 2013,33(6):111-118

摘要:
我国污水处理厂面临着升级改造强化脱氮除磷的需求,A2/O-MBR由于其脱氮除磷效率高和出水水质好的特性在我国得到了广泛的关注和规模化应用。本文介绍了A2/O-MBR工艺研究及应用进展,对我国主要大型A2/O-MBR污水处理厂的运行参数、处理效果、影响因素及MBR单元运行稳定性进行了讨论分析。结果表明A2/O-MBR虽然在我国已得到工程化应用,但仍存在污泥脱水性能恶化、膜污染严重、水处理成本和能耗高等问题;A2/O-MBR适用于用地资源紧张的大城市污水处理厂的改造和建设,但需要十分重视其膜污染控制、降低处理能耗和成本问题的研究。
A2/O-MBRs are received extensive attention and applied commercially for the requirement of enhancing nutrient removal in China. In the current paper, the recent progress in development and application of A2/O-MBRs was reviewed. The operation parameters, treatment results, influencing factors and the operation stability of A2/O-MBRs were presented and discussed. The results showed that there were drawbacks such as deterioration of sludge dewatering, membrane fouling, high costs and energy consumption in A2/O-MBR applications for wastewater treatment. Based on the analysis of the advantages and limitations, it can be found that A2/O-MBRs are suitable to be used to the cities suffer from scarcity of land. However, the problems of membrane fouling, high energy consumption and high cost need to be paid great attention to investigate and to solve in their applications.
徐荣乐(1987—),女,河南南阳,博士生,研究方向为A2/O-MBR在生活污水处理中的研究与应用。E-mail: lele870709@163.com。*通讯作者,E-mail: ybfan@rcees.ac.cn。

参考文献:
[1]中华人民共和国环境保护部. 2010中国环境状况公报 [M]. 2011.
[2]梁鸣. 我国城市湖泊富营养化现状及外源控制技术[J]. 武汉理工大学学报,2007, 29(8): 194-197.
[3]荆红卫, 华蕾, 孙成华, 等. 北京市湖泊富营养化评价与分析[J]. 湖泊科学, 2008, 20(3): 357-363.
[4]Metcalf, Eddy. Wastewater Engineering Treatment and Reuse[M]. 2004.790-801.
[5]Adam C, Gnirss R, Lesjean B, et al. Enhanced biological phosphorus removal in membrane bioreactors[J]. Water Science and Technology, 2002, 46(4-5): 281-286.
[6]Smith C, Gregorio D, Talcott R. The use of ultrafiltration membrane for activated sludge separation[A].24th Annual Purdue Industrial Waste Conference[C]. Purdue University, Lafayette, Indiana, USA, 1969.1300-1303.
[7]Le-Clech P. Membrane bioreactors and their uses in wastewater treatments[J]. Applied Microbiology and Biotechnology, 2010, 88(6): 1253-1260.
[8]Kraume M, Drews A. Membrane Bioreactors in Waste Water Treatment - Status and Trends[J]. Chemical Engineering & Technology, 2010, 33(8): 1251-1259.
[9]Ng A N L, Kim A S. A mini-review of modeling studies on membrane bioreactor (MBR) treatment for municipal wastewaters[J]. Desalination, 2007, 212(1-3): 261-281.
[10]Bekir Ersu C, Ong S K, Arslankaya E, et al. Comparison of recirculation configurations for biological nutrient removal in a membrane bioreactor[J]. Water Research, 2008, 42(6-7): 1651-1663.
[11]Ersu C B, Ong S K, Arslankaya E, et al. Impact of solids residence time on biological nutrient removal performance of membrane bioreactor[J]. Water Research, 2010, 44(10): 3192-3202.
[12]Cosenza A, Mannina G, Vanrolleghem P A, et al. Global sensitivity analysis in ASM applications: comparison of the SRC and Extended-FAST method for a UCT-MBR model [M]. 8th IWA Symposium on Systems Analysis and Integrated Assessment. Watermatex 2011: Conference Proceedings. 2011.
[13]王振宇, 王晓昌, 金鹏康, 等. A2/O—MBR污水处理系统运行特性研究[J]. 给水排水, 2011, (06): 31-34.
[14]杨岸明, 甘一萍, 常江, 等. 北京市北小河再生水厂MBR工艺介绍-[J]. 膜科学与技术, 2011, 31(4): 95-99.
[15]韩晓宇, 顾剑, 艾冰, 等. 北小河污水厂MBR工艺运行与膜清洗方案分析[J]. 中国给水排水, 2010, 26(17): 40-43.
[16]卢爱平, 雍文斌, 李力. 膜生物反应器技术在大型地埋式市政污水处理厂的应用[J]. 中国给水排水, 2011, 27(2): 74-76.
[17]朱昱, 陈翔, 姜朝庆, 等. 活性污泥/微滤膜工艺用于十堰市污水处理厂升级改造[J]. 中国给水排水, 2010, 26(18): 69-72.
[18]胡邦, 蒋岚岚, 张万里,等. MBR工艺在城市污水处理厂中的工程应用[J]. 给水排水, 2009, 35(11): 22-24.
[19]游亮. A2O-MBR工艺同步脱氮除磷效果研究[J]. 北京水务, 2012, (02): 12-14.
[20]范学军, 蒋岚岚, 刘学红. 一体化MBR工艺处理城镇污水的工程设计[J]. 中国给水排水, 2010, 2010(10): 47-50.
[21]董良飞, 薛涛, 郗晓敏, 等. A2/O/A/MBR中试装置的除污效能研究[J]. 中国给水排水, 2009, (23): 6-9.
[22]陈贻龙. 地下式MBR工艺在广州京溪污水处理厂的应用[J]. 给水排水, 2010, 36(7): 51-54.
[23]沈晓玲, 张万里, 胡邦,等. 无锡市梅村污水处理厂二期工程设计[J]. 中国给水排水, 2009, 25(22): 35-37.
[24]杨昊, 杭世珺, 钱明达. 无锡市梅村污水处理厂MBR工艺优化运行研究[J]. 给水排水, 2010, 36(12): 32-35.
[25]Yu T, Qi R, Li D, et al. Nitrifier characteristics in submerged membrane bioreactors under different sludge retention times[J]. Water Res, 2010, 44(9): 2823-30.
[26]Laera G, Pollice A, Saturno D, et al. Influence of sludge retention time on biomass characteristics and cleaning requirements in a membrane bioreactor for municipal wastewater treatment[J]. Desalination, 2009, 236(1-3): 104-110.
[27]张景丽, 曹占平, 张宏伟. 污泥龄对膜生物反应器性能的影响[J]. 环境科学, 2008, (10): 2788-2793.
[28]Mulkerrins D, Dobson A D W, Colleran E. Parameters affecting biological phosphate removal from wastewaters[J]. Environment International, 2004, 30(2): 249-259.
[29]Stephens H L, Stensel H D. Effect of operating conditions on biological phosphorus removal[J]. Water Environment Research, 1998, 70(3): 362-369.
[30]Brown P, Ong S K, Lee Y-W. Influence of anoxic and anaerobic hydraulic retention time on biological nitrogen and phosphorus removal in a membrane bioreactor[J]. Desalination, 2011, 270(1-3): 227-232.
[31]吴昌永. A2/O工艺脱氮除磷及其优化控制的研究[D]. 哈尔滨工业大学, 2010.2-3.
[32]于艳, 樊耀波, 徐国良, 等. 计算流体力学对膜生物反应器水力学特征的模拟研究[J]. 膜科学与技术, 2011, (04): 9-16.
[33]Mikkelsen L H, Keiding K. Physico-chemical characteristics of full scale sewage sludges with implications to dewatering[J]. Water Research, 2002, 36(10): 2451-2462.
[34]Mikkelsen L H. The shear sensitivity of activated sludge - Relations to filterability, rheology and surface chemistry[J]. Colloids and Surfaces a-Physicochemical and Engineering Aspects, 2001, 182(1-3): 1-14.
[35]Liu Y, Fang H H P. Influences of Extracellular Polymeric Substances (EPS) on Flocculation, Settling, and Dewatering of Activated Sludge[J]. Critical Reviews in Environmental Science and Technology, 2003, 33(3): 237-273.
[36]Merlo R P, Trussell R S, Hermanowicz S W, et al. A Comparison of the Physical,Chemical and Biological Properties of Sludges from a Complete-mix Activated Sludge Reactor and a Submerged Membrane Bioreactor [J]. Water Environment Research, 2007,79(3):320-328.
[37]Guglielmi G, Chiarani D, Saroj D P, et al. Sludge filterability and dewaterability in a membrane bioreactor for municipal wastewater treatment[J]. Desalination, 2010, 250(2): 660-665.
[38]Ng H Y, Slawomir W H. Specific Resistance to Filtration of Biomass from Membrane Bioreactor Reactor and Activated Sludge: Effects of Exocellular Polymeric Substances and Dispersed Microorganisms[J]. Water Environment Research, 2005, 77(2): 187-192.
[39]邹许鑫. 昆明市污水处理厂能耗分析与节能技术研究[D]. 昆明理工大学, 2009.12-36.
[40]Judd S, Judd C. The MBR Book- Principle and Applications of Membrane Bioreactors for Water and Wastewater Treatment[M]. 2011.429-442.
[41]宋杨. 西安市再生水推广利用体系研究[D]. 西安理工大学, 2009.89-90.
[42]王鹏, 李松良. 再生水系统制水成本分析[J]. 扬州职业大学学报, 2010, 14(4): 50-52.
[43]王晓莲, 彭永臻. A2/O 法污水生物脱氮除磷处理技术与应用[M]. 科学出版社, 2009.44.
[44]张安龙, 潘洪艳, 屈振宇. 改良型A2/O工艺在生活污水处理中的应用[J]. 水处理技术, 2011, 37(5): 132-135.
[45]籍鹏飞. A2/O工艺在小型污水处理厂脱氮除磷过程中的应用及效能分析[D]. 河北工业大学, 2010.19-20.
[46]汉京超, 郑宇国, 黄开恩, 等. A2/O工艺在污水处理厂升级改造中的应用[J]. 水处理技术, 2011, 37(9): 132-135.
[47]陈贻龙. 广州市沥滘污水处理厂一期工程的设计及运行[J]. 中国给水排水, 2010, 26(12): 70-73.
[48]王鹏, 杜炯. 重庆市鸡冠石污水处理厂二期工程设计与运行简介[J]. 给水排水, 2009, 35: 140-143.

 

服务与反馈:
文章下载】【加入收藏

《膜科学与技术》编辑部 地址:北京市朝阳区北三环东路19号蓝星大厦 邮政编码:100029 电话:010-64426130/64433466 传真:010-80485372邮箱:mkxyjs@163.com

京公网安备11011302000819号