“…In this respect, microalgae have appeared as a suitable option for wastewater remediation7-9 as they are able to reduce the nutrient content of these AnMBR effluents.10,11 In addition, microalgae biomass can serve as a renewable source of biofuels, biofertilisers and other valuable products.12-15 From all the microalgae reported in the literature, the green microalgae Chlorella is one of the genus that have shown higher adaptability to wastewater. 16,17,7 To cultivate microalgae under outdoor conditions, membrane photobioreactors (MPBRs), which consists of the combination of closed PBRs and membrane filtration,18 have appeared as promising technology.10 PBRs are designed to attain high photosynthetic efficiencies, biomass productivities and nutrient removal rates,19 while membrane filtration enables to operate the system at lower hydraulic retention time (HRT), hence reducing the surface area needed to cultivate microalgae.20,11 Filtration entails membrane fouling due to the accumulation of microalgae biomass on the membrane (cake-layer) and the partial block of the internal pores, 21-23 which reduces the filtration efficiency and increases the energy consumption of the process.24,25 It must be noted that membrane fouling can be more severe due to the release of microalgal external organic matter (EOM) into the medium since it can intensify the cake layer formation or the blockage to the membrane pores.21,26-28 To remove reversible fouling, backflushing and air spargin are usually employed. 29 However, the higher attachment of foulants caused by EOM decreases membrane filtration efficiency due to either too frequent back-flushing stages or unsustainable values of specific air demand (SAD) of the membrane.30 Moreover, irreversible fouling can only be removed by chemical cleaning,31 which is non-desirable since excessive use of reagents deteriorates the membrane.…”