Numerical optimization of membrane module design and operation for a full-scale submerged MBR by computational fluid dynamics

被引:27
|
作者
Liu, Mengmeng [1 ,2 ,3 ]
Yang, Min [1 ,2 ,4 ]
Chen, Meixue [1 ,3 ]
Yu, Dawei [1 ,3 ]
Zheng, Jiaxi [1 ,2 ]
Chang, Jiang [5 ]
Wang, Xiaoshuang [5 ]
Ji, Chunmiao [5 ]
Wei, Yuansong [1 ,2 ,3 ]
机构
[1] Chinese Acad Sci, Res Ctr Ecoenvironm Sci, State Key Joint Lab Environm Simulat & Pollut Con, Beijing 100085, Peoples R China
[2] Univ Chinese Acad Sci, Beijing 100049, Peoples R China
[3] Chinese Acad Sci, Res Ctr Ecoenvironm Sci, Dept Water Pollut Control Technol, Beijing 100085, Peoples R China
[4] Changsha Univ Sci & Technol, Sch Chem & Biol Engn, Changsha 410114, Hunan, Peoples R China
[5] Beijing Drainage Grp Co Ltd, Beijing 100044, Peoples R China
基金
中国国家自然科学基金;
关键词
MBR; CFD simulation; RTD; Aeration; Shear stress; WASTE-WATER TREATMENT; RESIDENCE TIME DISTRIBUTION; PACKING DENSITY; CFD SIMULATION; FOULING CONTROL; PART I; BIOREACTOR; PERFORMANCE; FLOW; IMPACT;
D O I
10.1016/j.biortech.2018.08.089
中图分类号
S2 [农业工程];
学科分类号
0828 ;
摘要
The hydrodynamics in the membrane module of a full-scale sMBR at 500m(3)/d was simulated by computational fluid dynamics (CFD) in this study. Several key indexes, including membrane distance (d), aeration design, height of gas-liquid dispersion h(m), and freeboard height h(f) and operational conditions, including SAD(p) and liquid viscosity, were optimized through investigating their impacts on water velocity distribution and membrane shear stress. The CFD model was validated by comparing the simulated trace element RTD curves with experimental results. The optimal design and operational parameters for the full scale sMBR are as following: membrane distance d = 35 mm, air diffusers parallel located 75-100mm under the bottom of the membrane module, the free board height hf adjusted to 400 mm, and the SAD(p) recommended as 20 in the full-scale MBR studied.
引用
收藏
页码:300 / 308
页数:9
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