2003
DOI: 10.1016/s0032-9592(02)00238-8
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Decolorization of simulated textile wastewater in an anaerobic–aerobic sequential treatment system

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Cited by 60 publications
(26 citation statements)
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“…However, color removal during the anaerobic period increased as the duration of the period was increased, approximately 82% for the 6-h and 93% for the 9-h duration. Similar to our results, several studies report a positive relation between the anaerobic reaction time and color removal efficiency [28][29][30][31][32][33][34]. In a study performed by Lourenço et al [10], SBR was operated to remove color under different durations of anaerobic and aerobic reaction phases.…”
Section: Resultssupporting
confidence: 89%
“…However, color removal during the anaerobic period increased as the duration of the period was increased, approximately 82% for the 6-h and 93% for the 9-h duration. Similar to our results, several studies report a positive relation between the anaerobic reaction time and color removal efficiency [28][29][30][31][32][33][34]. In a study performed by Lourenço et al [10], SBR was operated to remove color under different durations of anaerobic and aerobic reaction phases.…”
Section: Resultssupporting
confidence: 89%
“…The long retention times are often applied in the anaerobic phase of the reactor studies, such as 18 and 21 h. In several studies, it was reported that there is a positive correlation between the anaerobic cycle time and the color removal [30,31]. Indeed, in combined anaerobic-aerobic SBRs, since bacteria shifted from aerobic to anaerobic conditions, or vice versa, anaerobic azo reductase enzyme can be adversely affected by aerobic conditions, which is essential for aromatic amine removal, thereby resulting in insufficient color removal rate.…”
Section: Cycle Timementioning
confidence: 99%
“…Farabegoli et al (2010) have worked with the mix of aerobic-anaerobic sequencing batch reactor system and deduced the fact that the influent COD/dye ratio to be properly selected to provide the electron equivalents needed for the oxidation of dye molecule. Different reactor systems are used to treat textile effluent with different characteristics: like, submerged filtration using nano-membrane (Zheng et al 2013), Upflow anaerobic sludge bed reactor (UASB) coupled with adsorption process (Conceição et al 2013), fluidized bed reactor (Su et al 2011), microbial degradation (Agarry and Ajani 2011), combination of fixed and fluidized bed (Baban et al 2010), thermolysis , ultrafiltration (Dhodapkar et al 2007) and sequential anaerobic-aerobic treatments (Kapdan et al 2003)-to name a few. Different reaction criteria for COD removal have also been worked upon, like: ratio of volume of settled bed to bioreactor (Sokol 2003), use of catalyst system with thermolysis and coagulation treatment as well as solid content of influent (Rajasimman and Karthikeyan 2007).…”
Section: Introductionmentioning
confidence: 99%
“…Biotreatment of textile wastewater required few potential indigenous microorganisms for biodegradation of COD (Agarry and Ajani 2011). The appropriate combination of physical or chemical methods or specific chemical and biological conditions are demanded for treating textile effluents (Agarry and Ajani 2011;Baban et al 2010;Dhodapkar et al 2007;Kapdan et al 2003).…”
Section: Introductionmentioning
confidence: 99%