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设计多级两段A/O-MBR工艺以提高废水污染物去除率

Designing Multi-Stage 2 A/O-MBR Processes for a Higher Removal Rate of Pollution in Wastewater.

作者信息

Zhou Zhengzhong, Zhang Bin, Wang Qian, Meng Xiaoshan, Wu Qigang, Zheng Tao, Huhe Taoli

机构信息

National-Local Joint Engineering Research Center of Biomass Refining and High-Quality Utilization, Institute of Urban and Rural Mining, Changzhou University, Changzhou 213164, China.

Guangzhou Institute of Energy Conversion, Chinese Academy of Sciences, No. 2 Neng Yuan Road, Tianhe District, Guangzhou 510640, China.

出版信息

Membranes (Basel). 2022 Mar 30;12(4):377. doi: 10.3390/membranes12040377.

Abstract

Multi-stage A/O-MBR processes were designed to improve wastewater treatment efficiency; three different designs were carried out and compared in this study. The 2(A/O)-MBR process, i.e., with two sets of anoxic/oxic tanks in series, showed better effluent quality than A/O-MBR and 3(A/O)-MBR processes. The removal rates of COD, NH4+-N, TP and TN were 95.29%, 89.47%, 83.55% and 78.58%, respectively, complying satisfactorily with China's urban sewage treatment plant pollutant discharge standards. In terms of membrane fouling, the 3(A/O)-MBR process demonstrated the lowest fouling propensity. The microbial community structure in each bioreaction tank was analyzed, the results from which matched with the process efficiency and fouling behavior.

摘要

设计了多级A/O-MBR工艺以提高废水处理效率;本研究进行了三种不同设计并进行比较。2(A/O)-MBR工艺,即串联两组缺氧/好氧池,其出水水质优于A/O-MBR和3(A/O)-MBR工艺。COD、NH4+-N、TP和TN的去除率分别为95.29%、89.47%、83.55%和78.58%,令人满意地符合中国城镇污水处理厂污染物排放标准。在膜污染方面,3(A/O)-MBR工艺表现出最低的污染倾向。分析了每个生物反应池中的微生物群落结构,其结果与工艺效率和污染行为相匹配。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/d10b/9026808/c279323f8c52/membranes-12-00377-g001.jpg

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