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dc.contributor.authorHuang, WHen_US
dc.contributor.authorChang, CYen_US
dc.contributor.authorChiu, CYen_US
dc.contributor.authorLee, SJen_US
dc.contributor.authorYu, YHen_US
dc.contributor.authorLiou, HTen_US
dc.contributor.authorKu, Yen_US
dc.contributor.authorChen, JNen_US
dc.date.accessioned2014-12-08T15:01:10Z-
dc.date.available2014-12-08T15:01:10Z-
dc.date.issued1998-01-01en_US
dc.identifier.issn1093-4529en_US
dc.identifier.urihttp://hdl.handle.net/11536/69-
dc.description.abstractThe mathematical model proposed by Marinas et ai. (1993) for a bubble column gas-liquid contactor is refined to described the mass transfer of ozone absorption and decomposition in the aqueous solution with the decomposition rate expression of general reaction orders (not necessarily integers). Three system equations are employed to describe the ozone concentrations in the bulk liquid (C-ALb), the hold-up gas (C-AGb), and the superficial gas rise velocity (u(G)), respectively. The variation of u(G) and the effect of ozone decomposition on the mass transfer, which is reflected by the enhancement factor (E-r) defined as the ratio of chemical to pure physical mass fluxes according to the film model of gas liquid absorption, are considered in the refined model. This analysis thus extends the applicability of the model of Marinas et al. (1993) and is of special importance for the ozone mass transfer in the cases of basic solutions and of low mass transfer coefficients, in which the effect of decomposition on absorption is significant. An example of such case is the cyanide wastewater treatment in the strong basic condition.en_US
dc.language.isoen_USen_US
dc.subjectozoneen_US
dc.subjectdecomposition of aqueous ozoneen_US
dc.subjectenhancement factoren_US
dc.subjectmass transferen_US
dc.subjectbubble columnen_US
dc.titleA refined model for ozone mass transfer in a bubble columnen_US
dc.typeArticleen_US
dc.identifier.journalJOURNAL OF ENVIRONMENTAL SCIENCE AND HEALTH PART A-TOXIC/HAZARDOUS SUBSTANCES & ENVIRONMENTAL ENGINEERINGen_US
dc.citation.volume33en_US
dc.citation.issue3en_US
dc.citation.spage441en_US
dc.citation.epage460en_US
dc.contributor.department環境工程研究所zh_TW
dc.contributor.departmentInstitute of Environmental Engineeringen_US
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