Evaluation of antifouling/biofouling ability of a novel MIL101(Cr)/PES composite membrane for acetate wastewater treatment in MBR application

被引:0
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作者
Negin Asadi Arbabi
Mahsa Ostadi
Fariba Sadat Kamelian
Toraj Mohammadi
Soheil Zarghami
Mona Dehghankar
机构
[1] Iran University of Science and Technology (IUST),Center of Excellence for Membrane Science and Technology
[2] Iran University of Science and Technology (IUST),Research and Technology Center of Membrane Processes, School of Chemical, Petroleum and Gas Engineering
[3] Isfahan University of Technology,Department of Chemical Engineering
来源
Polymer Bulletin | 2024年 / 81卷
关键词
Membrane bioreactor (MBR); Fouling/biofouling; MIL-101 (Cr); Polyether sulfone (PES) composite membrane; Acetate wastewater treatment;
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学科分类号
摘要
Membrane bioreactors (MBRs) as biotechnology-based wastewater treatment processes have recently attracted lots of attentions. However, membrane fouling/biofouling as a significant obstacle has prevented MBRs from being widely used. The phase inversion method was used to fabricate a novel MIL-101(Cr) (MCPs)/polyethersulfone (PES) composite membrane. Adding MCPs up to 0.4 wt% significantly improved the membrane surface hydrophilicity and increased the membrane porosity, pore size, and fouling/biofouling formation resistance. Pure water flux of the optimal composite membrane increased by about 198.61% compared to the neat one. It also showed the lowest total fouling ratio (Rt: 48.79%) and irreversible fouling ratio (Rir: 10.43%), and the highest flux recovery ratio (FRR: 89.54%) and protein rejection (99%). Its COD removal efficiency for acetate as synthesis wastewater was about 75%. Performance of the optimal composite membrane was also evaluated at varied mixed liquor suspended solids (MLSS) concentrations of 8000, 10,000, and 12,000 mg/L. Increasing MLSS concentration decreased permeation flux due to rising sludge viscosity and fouling/biofouling formation. The results gave useful insights into preparation of hydrophilic composite membranes through blending of MCPs and PES to treat organic wastewaters using the MBR applications.
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页码:491 / 519
页数:28
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