4.6 Article

The brewery wastewater treatment and membrane fouling mitigation strategies in anaerobic baffled anaerobic/aerobic membrane bioreactor

期刊

BIOCHEMICAL ENGINEERING JOURNAL
卷 127, 期 -, 页码 53-59

出版社

ELSEVIER
DOI: 10.1016/j.bej.2017.07.009

关键词

AnMBR; MBR; Sediment MFC; Hydraulic retention time; Energy consumption

资金

  1. National Natural Science Foundation of China [51608428]
  2. Natural Science Foundation of Shaanxi province [2017JQ5058]
  3. science and technology foundation for talents and young researcher from Xi'an University of Architecture and Technology [RC1440, QN1515]

向作者/读者索取更多资源

In this study, the anaerobic baffled reactor contained sediment microbial fuel cell (MFC) was combined with anaerobic/aerobic membrane bioreactor (AnMBR/MBR). The brewery wastewater treatment and membrane fouling mitigation strategies were studied comprehensively. During anaerobic treatment process in this study, the chemical oxygen demand (COD) removal ratio of brewery wastewater could be maintained at 73.87% when the hydraulic retention time (HRT) was reduced from 42.44h to 22.60 h. For membrane fouling mitigation in AnMBR, regular aeration was more effective than back flush, and the fouling could be inhibited further when both controlling ways were adopted at the same time. For membrane fouling mitigation in AnMBR of this study, only 0.52%-0.99% of electric energy was required for fouling mitigation, but 31.80% of energy was needed in MBR. (C) 2017 Elsevier B.V. All rights reserved.

作者

我是这篇论文的作者
点击您的名字以认领此论文并将其添加到您的个人资料中。

评论

主要评分

4.6
评分不足

次要评分

新颖性
-
重要性
-
科学严谨性
-
评价这篇论文

推荐

暂无数据
暂无数据