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Please use this identifier to cite or link to this item: http://10.10.120.238:8080/xmlui/handle/123456789/614
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dc.rights.licenseAll Open Access, Gold-
dc.contributor.authorKumar P.en_US
dc.contributor.authorBrar S.K.en_US
dc.contributor.authorCledon M.en_US
dc.date.accessioned2023-11-30T08:43:20Z-
dc.date.available2023-11-30T08:43:20Z-
dc.date.issued2022-
dc.identifier.issn2666-0164-
dc.identifier.otherEID(2-s2.0-85127344413)-
dc.identifier.urihttps://dx.doi.org/10.1016/j.cscee.2022.100201-
dc.identifier.urihttp://localhost:8080/xmlui/handle/123456789/614-
dc.description.abstractA bench-scale filter consisting of sand media was tested for hydrodynamic parameters (velocity and pressure) using ANSYS-CFX (computational fluid dynamics or CFD software) to further determine the ‘subjective minimum scale-up’ (SMS) filter dimension. The purpose of this study is to relate the hydrodynamics property of the bench scale column and the scale-up column for a porous fluid flow using CFD to understand the scale-up limitations. The poor flow regime in bench-scale filter was observed because of a high variance in the pressure gradient as obtained for a plane perpendicular to the direction of fluid flow (orthogonal plane). The flow regime pattern was analyzed by structural modelling and in-built programming using the concept of CFD. Using CFD, a SMS filter dimension was obtained that was found free of high-pressure gradient (on orthogonal plane near the column exit) that might have incurred due to a ‘bad’ flow regime in case of the bench-scale filter. This could sort operational issues caused due to pressure-velocity parameters and would help researchers to step-up with scale-up dimension (from bench-scale) more confidently and credibly. The simulation was obtained for the scale-up reactor using the intrinsic properties to validate the model. An error of 4.1% was reported between the experimental velocity of the bench-scale filter vs simulated value from ANSYS-CFX. Also, a better plug flow condition was obtained for the scale-up column using CFD (Morill dispersion index or MDI = 3) as compared to that of bench-scale filter (MDI = 2.2). © 2022en_US
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.sourceCase Studies in Chemical and Environmental Engineeringen_US
dc.subjectANSYS-CFXen_US
dc.subjectFilteren_US
dc.subjectFlow regimeen_US
dc.subjectPressure-velocityen_US
dc.subjectSimulationen_US
dc.titleA computational fluid dynamics approach to predict the scale-up dimension of a water filter columnen_US
dc.typeJournal Articleen_US
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