{"title":"A numerical study of the motion of a single drop in simple shear flow: Density ratio effects","authors":"M. Bayareh, S. Mortazavi","doi":"10.1109/ICMET.2010.5598482","DOIUrl":null,"url":null,"abstract":"Three-dimensional numerical simulations are performed to study the density ratio effects on the cross-stream migration of a drop in simple shear flow at finite Reynolds numbers using a front-tracking/finite difference method. The gravity force is also included. For slightly buoyant drops (η = 0.998 or 1.002), the equilibrium position of drops are close to either of the walls, depending on whether the drop leads or lags the ambient fluid. For larger buoyancy (η = 0.95 or 1.05), the final equilibrium position, moves to the centreline. If the drop is slightly buoyant, the slip velocity is much larger than that of a heavier drop.","PeriodicalId":415118,"journal":{"name":"2010 International Conference on Mechanical and Electrical Technology","volume":"34 1","pages":"0"},"PeriodicalIF":0.0000,"publicationDate":"2010-10-07","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":"0","resultStr":null,"platform":"Semanticscholar","paperid":null,"PeriodicalName":"2010 International Conference on Mechanical and Electrical Technology","FirstCategoryId":"1085","ListUrlMain":"https://doi.org/10.1109/ICMET.2010.5598482","RegionNum":0,"RegionCategory":null,"ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":null,"EPubDate":"","PubModel":"","JCR":"","JCRName":"","Score":null,"Total":0}
引用次数: 0
Abstract
Three-dimensional numerical simulations are performed to study the density ratio effects on the cross-stream migration of a drop in simple shear flow at finite Reynolds numbers using a front-tracking/finite difference method. The gravity force is also included. For slightly buoyant drops (η = 0.998 or 1.002), the equilibrium position of drops are close to either of the walls, depending on whether the drop leads or lags the ambient fluid. For larger buoyancy (η = 0.95 or 1.05), the final equilibrium position, moves to the centreline. If the drop is slightly buoyant, the slip velocity is much larger than that of a heavier drop.