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Single sediment dynamics in turbulent flow over a porous bed - insights from interface-resolved simulations
KTH, Centres, SeRC - Swedish e-Science Research Centre. KTH, School of Engineering Sciences (SCI), Centres, Linné Flow Center, FLOW.
KTH, School of Engineering Sciences (SCI), Centres, Linné Flow Center, FLOW. KTH, Centres, SeRC - Swedish e-Science Research Centre. KTH, School of Engineering Sciences (SCI), Engineering Mechanics, Fluid Mechanics and Engineering Acoustics. Univ Iceland, Fac Ind Engn Mech Engn & Comp Sci, Hjardarhagi 2-6, IS-107 Reykjavik, Iceland..ORCID iD: 0000-0001-7010-1040
KTH, School of Engineering Sciences (SCI), Centres, Linné Flow Center, FLOW. KTH, Centres, SeRC - Swedish e-Science Research Centre. KTH, School of Engineering Sciences (SCI), Engineering Mechanics, Fluid Mechanics and Engineering Acoustics.ORCID iD: 0000-0002-4346-4732
2020 (English)In: Journal of Fluid Mechanics, ISSN 0022-1120, E-ISSN 1469-7645, Vol. 893, article id A24Article in journal (Refereed) Published
Abstract [en]

We use interface-resolved direct numerical simulations to study the dynamics of a single sediment particle in a turbulent open channel flow over a fixed porous bed. The relative strength of the gravitational acceleration, quantified by the Galileo number, is varied so as to reproduce the different modes of sediment transport - resuspension, saltation and rolling. The results show that the sediment dynamics at lower Galileo numbers (i.e. resuspension and saltation) are mainly governed by the mean flow. Here, the regime of motion can be predicted by the ratio between the gravity and the shear-induced boundary force. In these cases, the sediment particle rapidly takes off when exposed to the flow, and proceeds with an oscillatory motion. Increasing the Galileo number, the frequency of these oscillations increases and their amplitude decreases, until the transport mode switches from resuspension to saltation. In this case, the sediment travels by short successive collisions with the bed. Further increasing the Galileo number, the particle rolls without detaching from the bed. Differently from the previous modes, the motion is triggered by extreme turbulent events, and the particle response depends on the specific initial conditions, at fixed Reynolds number. The results reveal that close to the onset of sediment motion, only turbulent sweeps can effectively trigger the particle motion by increasing the stagnation pressure upstream. We show that for the parameters in this study, a criterion based on the streamwise flow-induced force can successfully predict the incipient movement.

Place, publisher, year, edition, pages
CAMBRIDGE UNIV PRESS , 2020. Vol. 893, article id A24
Keywords [en]
sediment transport, multiphase flow, particle, fluid flow
National Category
Mechanical Engineering
Identifiers
URN: urn:nbn:se:kth:diva-273484DOI: 10.1017/jfm.2020.242ISI: 000528550400001Scopus ID: 2-s2.0-85083896963OAI: oai:DiVA.org:kth-273484DiVA, id: diva2:1431748
Note

QC 20200525

Available from: 2020-05-25 Created: 2020-05-25 Last updated: 2024-03-18Bibliographically approved
In thesis
1. Transport and mixing by finite-size particles in turbulent flows
Open this publication in new window or tab >>Transport and mixing by finite-size particles in turbulent flows
2022 (English)Doctoral thesis, comprehensive summary (Other academic)
Abstract [en]

   Suspensions of solid particles in a viscous fluid are ubiquitous in natural and engineering settings, including sediment transport in river beds, blood flow in the human body, oil products transport in pipelines and pulp fibers in papermaking.

    Multiphase flows consisting of finite-size particles is a challenging topic due to multi-way coupling and interactions between the phases. Predicting these flows requires a vast knowledge of how the particle distribution and dynamics are affected by the flow field and how the global behavior of the suspension is, in turn, affected by the presence of a solid phase. 

   In the present work, the focus is on some basic physical understanding of these flows, for different physical and mechanical properties of the particles and of the domain bounding their motion and that of the carrier fluid phase.

To this purpose, particle-resolved direct numerical simulations (PR-DNS) are performed in different flow regimes and configurations. The algorithm is based on the Immersed Boundary Method (IBM) for the fluid-solid interactions with lubrication, friction and collision models for the close range particle-particle (particle-wall) interactions, including the possibility to resolve for heat transfer equation in both the dispersed and the carrier phases.

Several conclusions are drawn from this study, revealing the importance of particle volume fraction and inertia on the global behavior of a suspension. In particular, the presence of particles of size of few Kolmogorov scales alters the kinetic energy transfer across the different scales of turbulence in homogeneous flows, thus modulating the turbulence; it is also shown that increasing particle inertia attenuates turbulence, while boosting particle-particle interactions by increasing the volume fraction will lead to turbulence augmentation. We have extended the range of parameter space covered in the study of pressure-driven channel flows of particle suspensions and showed that in highly inertial regime, the increased turbulent mixing makes the particle distribution more homogeneous across the domain so that the turbulent stress takes over the particle-induced stress as the main mechanism of momentum transfer. Finally, the effect of particle-fluid interactions on the heat transfer in suspensions is investigated. We have shown that addition of finite-size particles at a moderate concentration enhances the heat transfer efficiency, while at denser conditions it limits the convective heat flux and has a reducing effect instead.

    The study of sediment transport shows that \textit{sweep} events are mainly responsible for the dislodgement of heavy sediment particles in river beds and role of impulse from the fluid forces is highly correlated with the size of particles. 

Place, publisher, year, edition, pages
Stockholm: KTH Royal Institute of Technology, 2022. p. 59
Series
TRITA-SCI-FOU ; 2022:04
National Category
Fluid Mechanics
Research subject
Engineering Mechanics
Identifiers
urn:nbn:se:kth:diva-309371 (URN)978-91-8040-159-3 (ISBN)
Public defence
2022-03-25, Kollegiesalen, Brinellvägen 8, Stockholm, 14:00 (English)
Opponent
Supervisors
Available from: 2022-03-08 Created: 2022-03-01 Last updated: 2025-02-09Bibliographically approved

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Yousefi, AliCosta, PedroBrandt, Luca

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