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dc.contributor.authorDen, Walteren_US
dc.contributor.authorHuang, Chihpinen_US
dc.date.accessioned2014-12-08T15:15:19Z-
dc.date.available2014-12-08T15:15:19Z-
dc.date.issued2006-12-01en_US
dc.identifier.issn0733-9372en_US
dc.identifier.urihttp://dx.doi.org/10.1061/(ASCE)0733-9372(2006)132:12(1651)en_US
dc.identifier.urihttp://hdl.handle.net/11536/11491-
dc.description.abstractA simplistic and systematic procedure has been developed for the design and upscaling of a multichannel, continuous-flow electrocoagulation reactor of monopolar configuration for the removal of submicron particles from wastewater, Using wastewater generated from the chemical-mechanical planarization process as the target wastewater, a series of laboratory-scale studies were conducted to determine the required operating conditions for the efficient removal of the ultrafine silica particles. These operating criteria included charge loading (>= 8 F/m(3)), current density (>= 5.7 A /m(2)), hydraulic retention time (>= 60 min), as well as the initial pH (7-10). Furthermore, a steady-state transport equation with second-order reaction kinetics was employed to describe the rate of coagulation as the rate-limiting factor. The actual kinetic constant determined from the laboratory-scale experiments was approximately 1.2 X 10(-21) m(3)/s, which was three orders of magnitude smaller than that calculated based on Brownian coagulation. The model was subsequently validated with a series of experiments using a pilot-scale electrocoagulation reactor geometrically similar to the laboratory-scale reactor with nearly 20 times volumetric scaleup.en_US
dc.language.isoen_USen_US
dc.subjectwastewater managementen_US
dc.subjectwater treatmenten_US
dc.subjectsilicaen_US
dc.subjectcolloidsen_US
dc.subjectkineticsen_US
dc.subjectcoagulationen_US
dc.subjectlaminar flowen_US
dc.subjectchannel flowen_US
dc.titleElectrocoagulation of silica nanoparticles in wafer polishing wastewater by a multichannel flow reactor: A kinetic studyen_US
dc.typeArticleen_US
dc.identifier.doi10.1061/(ASCE)0733-9372(2006)132:12(1651)en_US
dc.identifier.journalJOURNAL OF ENVIRONMENTAL ENGINEERING-ASCEen_US
dc.citation.volume132en_US
dc.citation.issue12en_US
dc.citation.spage1651en_US
dc.citation.epage1658en_US
dc.contributor.department環境工程研究所zh_TW
dc.contributor.departmentInstitute of Environmental Engineeringen_US
dc.identifier.wosnumberWOS:000242430500016-
dc.citation.woscount6-
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