Upflow anaerobic dynamic membrane bioreactor (AnDMBR) for wastewater treatment at room temperature and short HRTs: Process characteristics and practical applicability

被引:68
作者
Yang, Yuan [1 ]
Zang, Ying [1 ]
Hu, Yisong [1 ,3 ]
Wang, Xiaochang C. [1 ,2 ,3 ]
Huu Hao Ngo [3 ,4 ]
机构
[1] Xian Univ Architecture & Technol, Key Lab Northwest Water Resource Environm & Ecol, MOE, Xian 710055, Shaanxi, Peoples R China
[2] Key Lab Environm Engn, Xian 710055, Shaanxi, Peoples R China
[3] Int Sci & Technol Cooperat Ctr Urban Alternat Wat, Xian 710055, Shaanxi, Peoples R China
[4] 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
Anaerobic dynamic membrane bioreactor; Wastewater treatment; Room temperature; Methane production; Hydraulic retention time; Dynamic membrane; EXTRACELLULAR POLYMERIC SUBSTANCES; FILTRATION PERFORMANCE; SLUDGE BLANKET; FERMENTATION; INTEGRATION; IMPACT; LAYER;
D O I
10.1016/j.cej.2019.123186
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
An upflow anaerobic dynamic membrane bioreactor (AnDMBR) was set up for real domestic wastewater treatment at room temperature (20-25 degrees C) and short hydraulic retention time (HRT = 8 h, 4 h, 2 h, and 1 h). Following continuous operation for 93 days with stepwise decreased HRT, stable average chemical oxygen demand (COD) removal was achieved (between 77.3% and 70.6%) when HRT was reduced from 8 h to 4 h, then 2 h with flux varying from 22.5 to 90 L/m(2).h. At these three HRTs, the rate of increase in trans-membrane pressure (TMP) was 0.4, 0.38, and 0.57 kPa/d, and average methane (CH4) production was 0.12, 0.10, and 0.08 L/g CODremoved, respectively. Furthermore, decreasing the HRT to 1 h resulted in less COD being removed (60.4%) and lower CH4 production (0.05 L/g CODremoved) as well as a faster rate of TMP increase (2.11 kPa/d). Various analytical methods were applied to characterize the morphology and composition of the dynamic membrane (DM) layers. Organic components analysis revealed that, with reduced HRT, there were apparent increases in soluble microbial products in the liquid phase and accumulation of tryptophan protein-like substances and aromatic protein-like substances in the DM layer, especially when the HRT was shortened to 1 h. Whilst the upflow AnDMBR proved applicable to wastewater treatment at room temperature with short HRTs, 2 h could be the HRT limit for maintaining stable operation.
引用
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页数:10
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