Solute transport model for trace organic neutral and charged compounds through nanofiltration and reverse osmosis membranes

2007 ◽  
Vol 41 (17) ◽  
pp. 3977-3988 ◽  
Author(s):  
T KIM ◽  
J DREWES ◽  
R SCOTTSUMMERS ◽  
G AMY
2010 ◽  
Vol 15 (1-3) ◽  
pp. 20-28 ◽  
Author(s):  
Do Yeon Kim ◽  
Myoung Ho Lee ◽  
Boram Gu ◽  
Joon Ha Kim ◽  
Sangho Lee ◽  
...  

Desalination ◽  
2015 ◽  
Vol 358 ◽  
pp. 18-26 ◽  
Author(s):  
Takahiro Fujioka ◽  
Stuart J. Khan ◽  
James A. McDonald ◽  
Long D. Nghiem

2020 ◽  
Vol 18 (1) ◽  
pp. 232-238
Author(s):  
Zhihong Zhang ◽  
Gailei Tian ◽  
Lin Han

AbstractSolute transport through the clay liner is a significant process in many waste landfills or unmanaged landfills. At present, researchers mainly focus on the test study about semi-membrane property of clay material, however, the influence of chemical osmosis caused by membrane effect on solute transport and fluid velocity is insufficient. In this investigation, based on the classical advection-diffusion equation, a one-dimensional solute transport model for low-permeable clay material has been proposed, in which the coupled fluid velocity related with hydraulic gradient and concentration gradient is introduced, and the semi-membrane effect is embodied in the diffusion mechanism. The influence of chemical osmosis on fluid velocity and solute transport has been analyzed using COMSOL Multiphysics software. The simulated results show that chemical osmosis has a significant retarded action on fluid velocity and pollutant transport. The proposed model can effectively reveal the change in process of coupled fluid velocity under dual gradient and solute transport, which can provide a theoretical guidance for similar fluid movement in engineering.


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