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dc.contributor.authorShirazi, Alireza Sarraf
dc.contributor.authorFrigaard, Ian
dc.date.accessioned2018-11-08T19:35:13Z
dc.date.available2018-11-08T19:35:13Z
dc.date.issued2018-05
dc.identifierCSME154
dc.identifier.isbn978-1-77355-023-7
dc.identifier.urihttp://hdl.handle.net/10315/35357
dc.identifier.urihttp://dx.doi.org/10.25071/10315/35357
dc.descriptionPaper presented at 2018 Canadian Society of Mechanical Engineers International Congress, 27-30 May 2018.en_US
dc.description.abstractA modified three-layer model for solid-liquid flow in horizontal pipes is developed, which overcomes the limitations of many previous models. The steady-state model predicts the pressure loss, critical velocity, concentration profile in the heterogeneous layer, mean heterogeneous layer and moving bed layer velocities, and bed layer heights for each set of parameters. We propose a new correlation for the turbulent solids diffusivity. This and the steady state model predictions show a good agreement with experimentally measured results in literature: for concentration profile in the heterogeneous layer and pressure loss, over a wide range of conditions [1]. In turbulent flow. the pressure loss vs mean velocity curve shows a characteristic minimum just before the critical velocity is attained.en_US
dc.language.isoenen_US
dc.publisherCSME-SCGMen_US
dc.rightsThe copyright for the paper content remains with the author
dc.subjectFluid Mechanicsen_US
dc.subjectThree-layer modelen_US
dc.subjectSolids transporten_US
dc.subjectCritical velocityen_US
dc.subjectSolids diffusivityen_US
dc.subjectPressure gradienten_US
dc.titleA New Three-Layer Model for Horizontal Slurry Flowen_US
dc.typeArticleen_US


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