To guide the practical application of ozonation coupled with tubular ceramic membranes (TCMs), the performance and the mechanism of mitigated membrane fouling by pre-ozonation-filtration (Pre-O/F) and in-situ ozonation-filtration (in-situ-O/F) were investigated. The in-situ-O/F mode exhibited a rejection performance 1.19 times better than that of Pre-O/F for effluent organic matter (EfOM) removal, but less membrane fouling mitigation. The backwashing efficiency of the in-situ-O/F mode was better than that of Pre-O/F, because backwashing loosened the in-situ-O/F membrane fouling layer and made it easier to remove by backwashing. SEM-EDX measurements were used to identify the components of the inorganic, organic, and biofouling membrane fouling layers. In Pre-O/F mode, EfOM, extracellular polymeric substances, and microorganisms in the effluent were destroyed by ozonation before filtration. In in-situ-O/F mode, the adhesion between irreversible membrane fouling and the pores/surfaces of TCMs was destroyed by ozonation, thus converting the irreversible membrane fouling to reversible membrane fouling. This led us to propose the process strategy of filtration coupled with ozonation for reclaimed water treatment. Pre-O/F is suitable for use in the treatment of large amounts of wastewater in short times because of the high-water flux. The in-situ-O/F mode is more suitable for normal use because of its lower operating cost and higher efficiency.
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