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Elimination of chlorobenzene vapors from air in a compost‐based biofilter
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Citations
18
References
2003
Year
Hazardous WasteEngineeringBiological Waste TreatmentChemical PollutantWastewater TreatmentEnvironmental ChemistryChemical EngineeringBioremediationWater TreatmentEnvironmental MicrobiologyAir CleaningConstant Flow RateWastewater ManagementCb BiodegradationEnvironmental FateChemical PollutionIndustrial WastewaterWaste ManagementChemical IndustryChlorobenzene VaporsEnvironmental EngineeringEnvironmental RemediationWater Purification
Abstract In this work, the removal of monochlorobenzene (CB) vapors from air was studied, for the first time, in a non‐inoculated, laboratory‐scale, aerobic biofilter. The influence of three parameters on the bioprocess has been evaluated: the rate of nitrogen supplied to the bed, the inlet concentration of CB, and the flow rate. The CB inlet concentration was varied between 0.3 and 3.2 g m −3 , at a constant flow rate of 1.0 m 3 h −1 . Removal rates of greater than 90% were achieved for CB inlet concentrations of up to 1.2 g m −3 . Then the flow rate was varied from 0.5 to 3.0 m 3 h −1 with a constant inlet concentration (1.2 g m −3 ). Maximum elimination capacities (70 g m −3 h −1 ) were reached for contact times of greater than 60 s. The study of varying flow rates also permitted evaluation of a first order macrokinetic constant (1.1 × 10 −2 s −1 ) for the CB biodegradation. Finally, the optimum nitrogen input value was found to lie between 0.3 and 0.4 g N h −1 and gave rise to elimination capacities as high as 70 g m −3 h −1 for an inlet load of near 80 g m −3 h −1 . Copyright © 2003 Society of Chemical Industry
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