2016
DOI: 10.1016/j.cej.2016.02.110
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Effect of pre-ozonation on mitigation of ceramic UF membrane fouling caused by algal extracellular organic matters

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Cited by 119 publications
(15 citation statements)
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“…Under-stoichimetric ozone treatment seems to result in an oxidative disintegration of the long-chained structure of biopolymers, i.e., polysaccharides. This is in good accordance with HPSEC-analyses of an algae suspension, where a reduction of biopolymers (10,000-100,000 Da) towards substances with molecular weights of 1000-10,000 Da was observed [21].…”
Section: Influence Of Ozone On Fluid Propertiessupporting
confidence: 90%
See 1 more Smart Citation
“…Under-stoichimetric ozone treatment seems to result in an oxidative disintegration of the long-chained structure of biopolymers, i.e., polysaccharides. This is in good accordance with HPSEC-analyses of an algae suspension, where a reduction of biopolymers (10,000-100,000 Da) towards substances with molecular weights of 1000-10,000 Da was observed [21].…”
Section: Influence Of Ozone On Fluid Propertiessupporting
confidence: 90%
“…Ozone treatment of biological suspensions generally results in a disruption of organic compounds. Uzun et al (2012) investigated the influence of ozone on functional properties of proteins [20], while Wei et al (2016) observed a dramatic decrease of biopolymer substances in algae suspensions from approximately 50,000 Da to 1000-10,000 Da after ozonation [21]. In wastewater treatment applications, ozone treatment is applied to alter activated sludge properties [22][23][24].…”
Section: Introductionmentioning
confidence: 99%
“…The common event of the seasonal algae blooms in the surface drinking water sources like lakes and reservoirs due to the changes in nutrient loads and water temperature incur a severe challenge to conventional processes of drinking water treatment 42,43 . Undesirable cyanobacteria bloom not only interferes with the treatment processes but also discharges large amounts of intracellular pollutant and odor compounds that intensively affect the quality of water supply 44–47 . The presence of cyanobacteria blooms in water treatment plants based filtration leading to several major challenges such as increased coagulant request, short filter runs, and extreme head loss development 44 .…”
Section: Resultsmentioning
confidence: 99%
“…R irrf can be calculated applying Equation (4) to the recovered water flux ( J r ), whereas R revf is calculated according to Equation (5): Jr=ΔP/μfalse(Rm+Rirrffalse) Jf=ΔP/μRt=ΔP/μfalse(Rm+Rffalse)=ΔP/μ(Rm+Rrevf+Rirrf) where R t is the total resistance (m −1 ). R revf is due to concentration polarization and the formation of a cake layer on the membrane surface, removable by physical cleaning; R irrf is due to pore blocking, and adsorption and can only be suppressed by chemical cleaning [37], which however was not investigated in this study.…”
Section: Methodsmentioning
confidence: 99%