2008
DOI: 10.1016/j.seppur.2008.05.010
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Drawbacks of applying nanofiltration and how to avoid them: A review

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Cited by 760 publications
(312 citation statements)
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“…In addition, when the cumulative amount of deposited colloids increases, the hydraulic resistance of feedwater to flow through the compressed fouling layer would significantly increase and subsequently yields a high value of fouling index [20]. Moreover, the fouling behaviour is often accelerated when the load of particles deposited on membrane increases with filtration time [18], [21], [22]. Similar proportional trends are observed for the foulants of 22 nm colloidal silica and Aldrich humic acid (not shown in article).…”
Section: A Crossflow Hydrodynamicsupporting
confidence: 59%
“…In addition, when the cumulative amount of deposited colloids increases, the hydraulic resistance of feedwater to flow through the compressed fouling layer would significantly increase and subsequently yields a high value of fouling index [20]. Moreover, the fouling behaviour is often accelerated when the load of particles deposited on membrane increases with filtration time [18], [21], [22]. Similar proportional trends are observed for the foulants of 22 nm colloidal silica and Aldrich humic acid (not shown in article).…”
Section: A Crossflow Hydrodynamicsupporting
confidence: 59%
“…Although NF/RO membrane processes can remove most TrOC reliably by steric hindrance (size exclusion), adsorption and/or electrostatic interaction (charge exclusion), TrOC removal in full-scale applications can be affected by inevitable membrane fouling (caused by deposition of organic and inorganic matter and/or the formation of biofilms) which necessitates periodic chemical cleaning [8][9][10]. However, to date, little is known about the impact of chemical cleaning on the rejection of TrOC by NF/RO membranes [11,12].…”
Section: Introductionmentioning
confidence: 99%
“…One of the existing problems for MBR-NF process is the treatment of NF concentrate with a great deal of recalcitrant contaminants, and researchers tried different methods to solve it (Huang et al 2015;Kappel et al 2014;Liu et al 2014;Van der Bruggen et al 2008;Yaman et al 2015). To improve treatment efficiency and water recovery of the system, Rautenbach and Mellis (1994) made the first attempt who returned the NF concentrate back to the bioreactor for the advanced treatment of landfill leachate.…”
Section: Electronic Supplementary Materialsmentioning
confidence: 99%