Dynamic Modeling of Fouling in Reverse Osmosis Membranes

被引:13
|
作者
Ling, Bowen [1 ,2 ]
Xie, Peng [1 ,3 ]
Ladner, David [1 ,3 ]
Battiato, Ilenia [1 ,2 ]
机构
[1] Chinese Acad Sci, Inst Mech, Beijing 100190, Peoples R China
[2] Stanford Univ, Energy Resources Engn, Stanford, CA 94305 USA
[3] Clemson Univ, Dept Environm Engn & Earth Sci, Clemson, SC 29634 USA
基金
美国国家科学基金会;
关键词
RO membrane; numerical model; OpenFoam; CONCENTRATION POLARIZATION; SURFACE-PROPERTIES; LANDFILL LEACHATE; GYPSUM SCALE; FLUX; DESALINATION; SPACERS; WATER; FLOW; ULTRAFILTRATION;
D O I
10.3390/membranes11050349
中图分类号
Q5 [生物化学]; Q7 [分子生物学];
学科分类号
071010 ; 081704 ;
摘要
During reverse osmosis (RO) membrane filtration, performance is dramatically affected by fouling, which concurrently decreases the permeate flux while increasing the energy required to operate the system. Comprehensive design and optimization of RO systems are best served by an understanding of the coupling between membrane shape, local flow field, and fouling; however, current studies focus exclusively on simplified steady-state models that ignore the dynamic coupling between fluid flow, solute transport, and foulant accumulation. We developed a customized solver (SUMs: Stanford University Membrane Solver) under the open source finite volume simulator OpenFOAM to solve transient Navier-Stokes, advection-diffusion, and adsorption-desorption equations for foulant accumulation. We implemented two permeate flux reduction models at the membrane boundary: the resistance-in-series (RIS) model and the effective-pressure-drop (EPD) model. The two models were validated against filtration experiments by comparing the equilibrium flux, pressure drop, and fouling pattern on the membrane. Both models not only predict macroscopic quantities (e.g., permeate flux and pressure drop) but also the fouling pattern developed on the membrane, with a good match with experimental results. Furthermore, the models capture the temporal evolution of foulant accumulation and its coupling with flux reduction.
引用
收藏
页数:19
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