dc.contributor.authorLee, Cheng-Hsien
dc.contributor.authorLow, Ying Min
dc.contributor.authorChiew, Yee-Meng
dc.date.accessioned2018-12-20T09:10:53Z
dc.date.available2018-12-20T09:10:53Z
dc.date.issued2016
dc.identifier.citationLee, C.-H., Low, Y. M., & Chiew, Y.-M. (2016). Multi-dimensional rheology-based two-phase model for sediment transport and applications to sheet flow and pipeline scour. Physics of Fluids, 28(5), 053305-. doi:10.1063/1.4948987en_US
dc.identifier.issn1070-6631en_US
dc.identifier.urihttp://hdl.handle.net/10220/47138
dc.description.abstractSediment transport is fundamentally a two-phase phenomenon involving fluid and sediments; however, many existing numerical models are one-phase approaches, which are unable to capture the complex fluid-particle and inter-particle interactions. In the last decade, two-phase models have gained traction; however, there are still many limitations in these models. For example, several existing two-phase models are confined to one-dimensional problems; in addition, the existing two-dimensional models simulate only the region outside the sand bed. This paper develops a new three-dimensional two-phase model for simulating sediment transport in the sheet flow condition, incorporating recently published rheological characteristics of sediments. The enduring-contact, inertial, and fluid viscosity effects are considered in determining sediment pressure and stresses, enabling the model to be applicable to a wide range of particle Reynolds number. A k − ε turbulence model is adopted to compute the Reynolds stresses. In addition, a novel numerical scheme is proposed, thus avoiding numerical instability caused by high sediment concentration and allowing the sediment dynamics to be computed both within and outside the sand bed. The present model is applied to two classical problems, namely, sheet flow and scour under a pipeline with favorable results. For sheet flow, the computed velocity is consistent with measured data reported in the literature. For pipeline scour, the computed scour rate beneath the pipeline agrees with previous experimental observations. However, the present model is unable to capture vortex shedding; consequently, the sediment deposition behind the pipeline is overestimated. Sensitivity analyses reveal that model parameters associated with turbulence have strong influence on the computed results.en_US
dc.format.extent23 p.en_US
dc.language.isoenen_US
dc.relation.ispartofseriesPhysics of Fluidsen_US
dc.rights© 2016 The Author(s) (Published by AIP). This paper was published in Physics of Fluids and is made available as an electronic reprint (preprint) with permission of The Author(s) (Published by AIP). The published version is available at: [http://dx.doi.org/10.1063/1.4948987]. One print or electronic copy may be made for personal use only. Systematic or multiple reproduction, distribution to multiple locations via electronic or other means, duplication of any material in this paper for a fee or for commercial purposes, or modification of the content of the paper is prohibited and is subject to penalties under law.en_US
dc.subjectRheology And Fluid Dynamicsen_US
dc.subjectSediment Transporten_US
dc.subjectDRNTU::Engineering::Civil engineeringen_US
dc.titleMulti-dimensional rheology-based two-phase model for sediment transport and applications to sheet flow and pipeline scouren_US
dc.typeJournal Article
dc.contributor.schoolSchool of Civil and Environmental Engineeringen_US
dc.identifier.doihttp://dx.doi.org/10.1063/1.4948987
dc.description.versionPublished versionen_US


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