Article ID Journal Published Year Pages File Type
10386344 Desalination 2005 15 Pages PDF
Abstract
A theoretical investigation ofparticle deposition onto a permeable surface of a tubular membrane is presented. Themass transport mechanisms are mathematically expressed using the two-dimensional convective diffusion equation. A numerical scheme is presented to solve the two-dimensional convective diffusion equation at the steady state for the case of nonuniform permeation velocity. This equation is solved numerically using a finite difference method. The numerical prediction of mass transfer in the mass boundary requires the use of a very dense grid. The concentration profiles along the membrane surface and the mass boundary layer are predicted. The effect of the Reynolds number, the wall Reynolds number and the Schmidt number were investigated. Correlations for the concentration boundary layer thickness δc/D=2(z/D)0.33(ReSc)− 0.33 Rew−0.3 (1-0.4377 Sc−0.0018 Rew−0.1551), and for the Sherwood number Sh =1.230 [(D/z) ReSc] 0.33 (1 + 0.010 Re−0.125Sc1.055 Rew.1.132) based on the predicted values of the solute concentration profiles, are proposed, in the operating condition ranges 300 < Re < 1000, 0.02 < Rew < 0.3 and 600 < Sc < 3200.
Related Topics
Physical Sciences and Engineering Chemical Engineering Filtration and Separation
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