2008
DOI: 10.1016/j.memsci.2007.10.019
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Membrane filtration and ozone treatment of biologically treated effluents from the pulp and paper industry

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Cited by 77 publications
(34 citation statements)
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“…Many researchers have evaluated membrane filtration as a final step before discharge of the treated effluent from P&P making facilities (Huuhilo et al 2002;Pokhrel and Viraraghavan 2004;Mänttäri et al 2008;Gönder et al 2011), or using that water in place of fresh water in mill operations (Ciputra et al 2010;Ordóñez et al 2010;Benani et al 2012). Ciputra et al (2010) described nanofiltration as a "broad spectrum" purification method, meaning that it is able to remove a very wide range of contaminants, all in one shot.…”
Section: Membrane Polishing Filtrationmentioning
confidence: 99%
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“…Many researchers have evaluated membrane filtration as a final step before discharge of the treated effluent from P&P making facilities (Huuhilo et al 2002;Pokhrel and Viraraghavan 2004;Mänttäri et al 2008;Gönder et al 2011), or using that water in place of fresh water in mill operations (Ciputra et al 2010;Ordóñez et al 2010;Benani et al 2012). Ciputra et al (2010) described nanofiltration as a "broad spectrum" purification method, meaning that it is able to remove a very wide range of contaminants, all in one shot.…”
Section: Membrane Polishing Filtrationmentioning
confidence: 99%
“…Among the various available membrane types, ultrafiltration membranes having pores in the range of about 2 to 100 nm (see Table 1) have been mentioned the most often for the final step in cleaning of paper industry wastewaters (Huuhilo et al 2002;Pokhrel and Viraraghavan 2004;Mänttäri et al 2008;Ordóñez et al 2010). Such membranes have sufficiently fine porosity to exclude not only biological cells but also large molecules, such as some of the lignin decomposition products.…”
Section: Membrane Polishing Filtrationmentioning
confidence: 99%
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“…The concentrate from the membranes or the effluents from the biological treatment might then be ozonized, after which its biodegradability would be expected to improve highly back. Finally, a consequent more efficient second bio-treatment stage would be performed aiming to remove turbidity, color and COD (Bijan and Mohseni 2008;Manttari et al 2008;Schlichter et al 2003). Both combinations, Bio-O 3 -Bio and NF-O 3 -Bio, have been reported to result in similar final wastewater quality and ozone demand (Bijan and Mohseni 2008), that is, ≈40-50% mineralization, ≈60% COD removal, and an 80% color removal (Table 2); being ozone consumption 10 times lower than when ozonation without complementary pre-and post-treatments were performed.…”
Section: Ozone Oxidation Plus Biological Treatmentmentioning
confidence: 99%