Research Article
Combined Application of Coagulation/Flocculation/Sedimentation and Membrane Separation for the Treatment of Laundry Wastewater
Figure 3
Permeation flux (J) as a function of time for different transmembrane pressures: (a) MF membrane (flow of 0.5 L·min−1) and (b) UF membrane (flow of 0.8 L·min−1).
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| (b) |