Specific approach for membrane fouling control and better treatment performance of an anaerobic submerged membrane bioreactor

被引:22
作者
Liu, Yingnan [1 ,2 ,3 ]
Zhang, Xinbo [1 ,2 ,3 ]
Huu Hao Ngo [1 ,2 ,5 ]
Guo, Wenshan [1 ,2 ,5 ]
Wen, Haitao [1 ,2 ,3 ]
Deng, Lijuan [4 ,5 ]
Li, Yajing [1 ,2 ,3 ]
Guo, Jianbo [1 ,2 ,3 ]
机构
[1] Tianjin Chengjian Univ, Sch Environm & Municipal Engn, Joint Res Ctr Protect Infrastruct Technol & Envir, Tianjin, Peoples R China
[2] Univ Technol Sydney, Sch Civil & Environm Engn, Sydney, NSW, Australia
[3] Tianjin Chengjian Univ, Tianjin Key Lab Aquat Sci & Technol, Jinjing Rd 26, Tianjin 300384, Peoples R China
[4] Tianjin Polytech Univ, Sch Environm & Chem Engn, Tianjin 300387, Peoples R China
[5] Univ Technol Sydney, Sch Civil & Environm Engn, Ctr Technol Water & Wastewater, Sydney, NSW 2007, Australia
基金
中国国家自然科学基金;
关键词
Sponge; Anaerobic submerge membrane bioreactor; Membrane fouling; Treatment efficiency; Municipal wastewater; WASTE-WATER TREATMENT; DISSOLVED ORGANIC-MATTER; BED BIOFILM REACTOR; RETENTION TIME; EXCITATION; FILTRATION; CARRIERS; SLUDGE; ANMBR; MBR;
D O I
10.1016/j.biortech.2018.08.043
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
This paper investigated a strategy to minimize membrane fouling and increase treatment efficiency through an investigation of a specific approach by adding sponges into a conventional submerged anaerobic membrane bioreactor (CAnSMBR). During the operation, the protein-based soluble microbial products as the main factor affecting the membrane fouling could be reduced by sponge addition in the CAnSMBR (SAnSMBR). Furthermore, reducing HRT from 18 h to 12 h could shorten the membrane fouling cycle to 62% and 87% in CAnSMBR and SAnSMBR, respectively. At the initial of COD/NO 3 ratio ranges from 5 to 4, only 88% of nitrogen in CAnSMBR was removed, while the SAnSMBR could remove more than 90%. TOC removal efficiency could reach more than 95% under a good stirring scenario. It is evident that the SAnSMBR is a promising solution for improving overall CAnSMBR performance and substantially mitigating membrane fouling.
引用
收藏
页码:658 / 664
页数:7
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