Fig. 5: Pure water flux, flux decline with NOM and flux recovery. | npj Clean Water

Fig. 5: Pure water flux, flux decline with NOM and flux recovery.

From: Bacterial cellulose-graphene oxide composite membranes with enhanced fouling resistance for bio-effluents management

Fig. 5

a PWF variation of BC and BC-GO (M 0.0, M 0.5, M 2.0) composites with varying pressure. b PWF of M 0.0, M 0.5 and M 2.0 for 5 h. Separation performance with NOM c Flux decline with NOM and flux recovery profile of M 0.0. d Flux decline with NOM and flux recovery profile of M 0.5. e Flux decline with NOM and flux recovery profile of M 2.0. f Average flux recovery (%) recorded over five filtration cycles for M 0.0, M 0.5 and M 2.0.

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