Abstract

The prediction of membrane failure in full-scale water purification plants is an important but difficult task. Although previous studies employed accelerated laboratory-scale tests of membrane failure, it is not possible to reproduce the complex operational conditions of full-scale plants. Therefore, we aimed to develop prediction models of membrane failure using actual membrane failure data. Because membrane filtration systems are repairable systems, nonhomogeneous Poisson process (NHPP) models, i.e., power law and log-linear models, were employed; the model parameters were estimated using the membrane failure data from a full-scale plant operated for 13 years. Both models were able to predict cumulative failures for forthcoming years; nonetheless, the power law model showed higher stability and narrower confidence intervals than the log-linear model. By integrating two membrane replacement criteria, namely deterioration of filtrate water quality and reduction of membrane permeability, it was possible to predict the time to replace all the membranes on a water purification plant. Finally, the NHPP models coupled with a nonparametric bootstrap method provided a method to select membrane modules for earlier replacement than others. Although the criteria for membrane replacement may vary among membrane filtration plants, the NHPP models presented in this study could be applied to any other plant with membrane failure data.

Highlights

  • Membrane filtration systems have been widely applied to water purification, including household-level systems and wastewater reuse [1,2]

  • These results indicate that membrane failure is a nonhomogeneous process, which req9uoifre2s2 nonhomogeneous models such as nonhomogeneous Poisson process (NHPP)

  • This criterion is subject to the raw water quality and the expected treatment efficiency of membrane filtration systems, and, it should be determined individually for each membrane filtration plant

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Summary

Introduction

Membrane filtration systems have been widely applied to water purification, including household-level systems and wastewater reuse [1,2]. Among the various types of membranes, hollow fiber membranes are widely used for water purification because of larger surface areas and high filtration performances. The integrity loss associated with membrane failure is of considerable concern [3,4] because it compromises the safety of the filtrate due to contamination by pathogenic microorganisms in unfiltered bypass-flow water [5,6]. There are two types of integrity testing: direct integrity testing based on detecting the fiber failure by offline pressurebased tests [8,9], and indirect integrity testing based on monitoring the change in filtrate quality during operation [10,11]. Direct integrity testing has higher sensitivity in detecting membrane integrity loss than indirect integrity testing [5], filtration operation must be suspended to perform direct integrity testing. There is a delay in detecting membrane failure from the time when it happened, which results in the leakage of raw water into the filtrate [12]

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