Biological removal of phenol from strong wastewaters using a novel MSBR.
In this study, the performance of a moving-bed sequencing batch reactor (MSBR) that removes phenol from wastewater is presented. The effects of phenol concentration (50-3325 mg L(-1)), filling time (0-4 h) and aerating time (4-18 h) on the performance of the MSBR are given in terms of phenol and COD removal efficiencies. Moreover, the effect of the moving media on the overall performance of the reactor is also determined. The reactor can completely remove phenol and COD at inlet concentrations up to 3000 mg phenol L(-1) (6780 mg COD L(-1)), which was the inhibition concentration, and with a 24-h cycle time. The filling time range tested here did not significantly affect phenol or COD removal. The optimum hydraulic retention time (HRT) for the MSBR is 40 h and the critical phenol loading rate is 83.4 g phenol m(-3) h(-1), which gives a phenol removal efficiency of 99%. The reactor can also withstand shock loads from slug feeding. The moving bed contribution to phenol and COD removal efficiencies was up to 28.1 and 34.7%, respectively, at the phenol loading rate of 83.4 g m(-3) h(-1). The findings of this investigation suggest that MSBR can be a robust and promising process for effectively treating wastewaters containing inhibitor or recalcitrant compounds in industrial settings.
Moussavi
Gholamreza
G
Department of Environmental Health, School of Medical Sciences, Tarbiat Modares University, Tehran, Iran. moussavi@modares.ac.ir
Mahmoudi
Maryam
M
Barikbin
Behnam
B
D001419:Bacteria / Q000648:ultrastructure; D001673:Biodegradation, Environmental; D018441:Biofilms / Q000254:growth & development; D018533:Biomass; D019149:Bioreactors / Q000382:microbiology*; D010100:Oxygen / Q000302:isolation & purification; D019800:Phenol / Q000302:isolation & purification*; D013997:Time Factors; D014865:Waste Disposal, Fluid / Q000295:instrumentation*; D018508:Water Purification / Q000295:instrumentation*
D019800:Phenol; D010100:Oxygen