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Mechanical analysis of hollow fiber membrane integrity in water reuse applications
Authors:Amy E Childress  Pierre Le-Clech  Joanne L Daugherty  Caifeng Chen  Greg L Leslie
Affiliation:

aDepartment of Civil and Environmental Engineering, University of Nevada, Reno, NV 89557-0152, USA Tel. +1 (775) 784-6942; Fax +1 (775) 784-1390

bUNESCO Centre for Membrane Science and Technology, School of Chemical Engineering and Industrial Chemistry, University of New South Wales, Sydney NSW 2052, Australia

cOrange County Water District, Fountain Valley, CA 92708, USA

Abstract:In order to gain insight into membrane fiber failure (i.e., loss of integrity), properties of five hollow fiber membranes and four hollow fiber modules were evaluated. Specifically, membrane material, membrane symmetry, fiber modulus of elasticity, fiber diameter and thickness, module potting technique, module flow pattern (inside-out or outside-in), and coliform breakthrough were investigated. The approach combined evaluation of the above properties with mathematical modeling of structure-fluid interactions to comprehensively evaluate the properties most important for maintaining hollow fiber membrane integrity. Tensile strength testing revealed that the strongest fiber was an asymmetric polyacrylonitrile membrane fiber. The weakest fiber was a symmetric polyethylene membrane fiber. Pilot plant testing on the four membrane modules revealed that membrane symmetry may be a more important factor than potting technique for hollow fiber integrity. Results from the SEM and tensile testing were used as input to a finite element analysis model used to evaluate time-dependent structure-fluid interactions. It was found that additional stresses at the juncture of the potting material and the hollow fiber membranes exist. These stresses likely lead to the formation of fractures.
Keywords:Hollow fiber  Integrity  Tensile test  Membrane failure  Dynamic model
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