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Biofouling
The Journal of Bioadhesion and Biofilm Research
Volume 40, 2024 - Issue 3-4
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Research Articles

The removal of pathogenic bacteria and dissolved organic matter from freshwater using microporous membranes: insights into biofilm formation and fouling reversibility

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Pages 245-261 | Received 19 Jun 2023, Accepted 01 Apr 2024, Published online: 19 Apr 2024

Figures & data

Table 1. Compositions of the membranes prepared in this study.

Figure 1. Measured water contact angles on the membrane surface as a function of 4-HBA content.

Figure 1. Measured water contact angles on the membrane surface as a function of 4-HBA content.

Figure 2. Cross-sectional SEM images of 4-HBA incorporated membranes.

Figure 2. Cross-sectional SEM images of 4-HBA incorporated membranes.

Figure 3. Pure water flux at different transmembrane pressures for all the membranes studied.

Figure 3. Pure water flux at different transmembrane pressures for all the membranes studied.

Figure 4. Reduction in bacterial concentration in terms of absorbance at 600 nm before and after membrane filtration over 90 min.

Figure 4. Reduction in bacterial concentration in terms of absorbance at 600 nm before and after membrane filtration over 90 min.

Figure 5. (a) Membrane efficiency in removing bacteria over time, (b) bacterial synthetic water permeate flux, (c) membrane M-1HBA before filtration, (d) M-1HBA after filtration and (e) M-1HBA after cleaning.

Figure 5. (a) Membrane efficiency in removing bacteria over time, (b) bacterial synthetic water permeate flux, (c) membrane M-1HBA before filtration, (d) M-1HBA after filtration and (e) M-1HBA after cleaning.

Table 2. Membrane performance removal of bacteria from environmental water samples in nutrient agar.

Figure 6. Removal efficiency of DOM in terms of UV absorbance nm using all the membranes investigated.

Figure 6. Removal efficiency of DOM in terms of UV absorbance nm using all the membranes investigated.

Table 3. Removal efficiency of DOM in terms of UV absorbance in feed water and membrane filtrates.

Figure 7. FEEM chromophores detected before and after filtration using the prepared membranes.

Figure 7. FEEM chromophores detected before and after filtration using the prepared membranes.

Figure 8. Bacterial colony growth on 4-HBA treated and untreated water samples; (a) untreated, (b) 5 mg, (c) 10 mg and (d) 15 mg 4-HBA treated water samples.

Figure 8. Bacterial colony growth on 4-HBA treated and untreated water samples; (a) untreated, (b) 5 mg, (c) 10 mg and (d) 15 mg 4-HBA treated water samples.

Table 4. Bacterial count and reduction percentage for 4-HBA antimicrobial efficiency determination.

Figure 9. Normalised flux for chemical and ultrasonic cleaning methods over 270 min of filtration: (a) bacterial suspension and (b) a mixture of bacteria cells and HA.

Figure 9. Normalised flux for chemical and ultrasonic cleaning methods over 270 min of filtration: (a) bacterial suspension and (b) a mixture of bacteria cells and HA.

Table 5. Effect of membrane cleaning on flux recovery and reversible and irreversible fouling ratios.

Figure 10. Normalised flux for chemical and ultrasonic cleaning methods over 270 min of filtration: (a) unfiltered real water sample and (b) sand-filtered real water sample.

Figure 10. Normalised flux for chemical and ultrasonic cleaning methods over 270 min of filtration: (a) unfiltered real water sample and (b) sand-filtered real water sample.

Table 6. Effect of membrane cleaning on flux recovery and reversible and irreversible fouling ratios using environmental water samples.

Figure 11. DOC removal efficiency from sand-filtered water after chemical cleaning and ultrasonication.

Figure 11. DOC removal efficiency from sand-filtered water after chemical cleaning and ultrasonication.
Supplemental material

Supplemental Material

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