A three-mechanism (intermediate pore blocking, standard pore blocking and cake filtration) model considering correction of effective filtration area

被引:2
|
作者
Zhong, Chenyin [1 ]
Wang, Zhan [1 ,2 ]
机构
[1] Beijing Univ Technol, Dept Environm & Chem Engn, Beijing Key Lab Green Catalysis & Separat, Beijing 100124, Peoples R China
[2] Changzhou Vocat Inst Engn, Changzhou 213164, Peoples R China
来源
基金
中国国家自然科学基金;
关键词
Filtration; Constant flowrate; Cross-flow; Model; DEAD-END MICROFILTRATION; MEMBRANE BIOREACTOR; CONSTANT-PRESSURE; WASTE-WATER; INTERFACIAL INTERACTIONS; INTERACTION ENERGY; BOUNDARY-LAYER; LAWS; ULTRAFILTRATION; INITIATION;
D O I
10.1016/j.jece.2024.113654
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
A general three-mechanism (intermediate pore blocking, standard pore blocking and cake filtration) model considering correction of the effective filtration area based on Darcy's law, Hagen-Poiseuille equation and Hermes' law was firstly developed to describe the variation of trans-membrane pressure (Delta p(t)) in the constant flowrate cross-flow filtration mode by using EPS model solutions (bovine serum albumin (BSA), sodium alginate (SA) and humic acid (HA)). Results showed that the model predictions fitted well with the experimental data (the single EPS model solution (R2 >= 0.904), the binary EPS model solution (R2 >= 0.910) and the ternary EPS model solution (R2 >= 0.878)). For all model solution, the domination mechanism in the first stage was intermediate pore blocking, while that in the second stage was cake filtration. Meanwhile, higher flux or concentration would led to the transition point appear earlier, while higher cross-flow velocity made it appear later. Moreover, the predictive accuracy of the proposed model improved by 1.25 % compared with that without considering the correction of the effective filtration area. Also, the proposed model was also validated using other membranes (polyvinylidene fluoride (PVDF) and polyether sulfone (PES) membranes) (R2 >= 0.953) and other feed suspensions (yeast, kaolin and activated sludge suspensions) (R2 >= 0.981).
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页数:15
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