Dynamic membrane bioreactor performance for treatment of municipal wastewaters at different sludge concentrations

被引:12
|
作者
Isik, Onur [1 ,2 ]
Batyrow, Merdan [1 ]
Abdelrahman, Amr Mustafa [1 ]
Orman, Irem [1 ]
Ozgun, Hale [1 ,2 ]
Ersahin, Mustafa Evren [1 ,2 ]
Pasaoglu, Mehmet Emin [1 ,2 ]
Demir, Ibrahim [1 ]
Koyuncu, Ismail [1 ,2 ]
机构
[1] Istanbul Tech Univ, Fac Civil Engn, Dept Environm Engn, TR-34469 Istanbul, Turkey
[2] Istanbul Tech Univ, Natl Res Ctr Membrane Technol, TR-34469 Istanbul, Turkey
关键词
MBR; Dynamic membrane; Municipal wastewater; Hollow fiber; Sludge concentration; SOLIDS RETENTION TIME; WASTE-WATER; MESH; RESISTANCE; LAYER;
D O I
10.1016/j.eti.2021.101452
中图分类号
Q81 [生物工程学(生物技术)]; Q93 [微生物学];
学科分类号
071005 ; 0836 ; 090102 ; 100705 ;
摘要
In this study, the effect of sludge concentration on the performance of an aerobic dynamic membrane bioreactor (DMBR) was investigated. Low-cost polyester hollow fiber support material was used for the formation of dynamic membrane (DM). Treatment and filtration performances of the DMBR were investigated at two different sludge concentrations (5 g/L; 10 g/L). Both DMBRs were operated at a flux of 18 L/m(2) h The DM could be operated at steady conditions for 51 and 24 days at sludge concentrations of 5 and 10 g/L, respectively. High treatment performance and permeate quality were achieved at each sludge concentration. High chemical oxygen demand (COD) removal ( 88%), low total suspended solids (TSS) concentrations (< 10 mg/L), and low turbidity values (< 1.15 NTU) were achieved by both DMs. However, a shift to a relatively larger range in particle size distribution of permeate were observed at high sludge concentration. Furthermore, higher transmembrane pressure was observed at the sludge concentration of 10 g/L, resulting in a rapid clogging. At the tested conditions, overall results indicated that selection of the optimum sludge concentration played a significant role in achieving homogeneous and stable DM layer in DMBRs. (c) 2021 Elsevier B.V. All rights reserved.
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页数:13
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