The presence of a loading of dispersed particles in a turbulent flow affects the dynamics of the carrier flow field which, in turn, drives grains movement. The focus of the paper is on the analysis of the coupling effects between near-bed turbulence structures and the dynamics of dispersed suspended solid particles in wall-bounded turbulent multiphase flows. We consider turbulent horizontal channel flows bounded by rough boundaries. The friction Reynolds number of the unladen flow is Reτ=180 and the dispersed phase spans one order of magnitude of particle diameter. To analyze sedimentation and suspended phase transport, we adopt concepts and modeling ideas derived from the Euler-Lagrange approach, using Direct Numerical Simulations (DNS) for the carrier phase coupled with Lagrangian Particle Tracking (LPT) for the dispersed phase. The analysis takes into account fluid-particle interaction (two-way coupling) in the frame of the Particle-Source-In-Cell (PSIC) method. The effect of the wall's roughness is taken into account modeling the elastic rebound of particles onto it, instead of using a virtual rebound model.

De Marchis, M., Milici, B., & Napoli, E. (2017). Solid sediment transport in turbulent channel flow over irregular rough boundaries. INTERNATIONAL JOURNAL OF HEAT AND FLUID FLOW, 65, 114-126 [10.1016/j.ijheatfluidflow.2017.04.006].

Solid sediment transport in turbulent channel flow over irregular rough boundaries

De Marchis, M.
;
Milici, B.;Napoli, E.
2017

Abstract

The presence of a loading of dispersed particles in a turbulent flow affects the dynamics of the carrier flow field which, in turn, drives grains movement. The focus of the paper is on the analysis of the coupling effects between near-bed turbulence structures and the dynamics of dispersed suspended solid particles in wall-bounded turbulent multiphase flows. We consider turbulent horizontal channel flows bounded by rough boundaries. The friction Reynolds number of the unladen flow is Reτ=180 and the dispersed phase spans one order of magnitude of particle diameter. To analyze sedimentation and suspended phase transport, we adopt concepts and modeling ideas derived from the Euler-Lagrange approach, using Direct Numerical Simulations (DNS) for the carrier phase coupled with Lagrangian Particle Tracking (LPT) for the dispersed phase. The analysis takes into account fluid-particle interaction (two-way coupling) in the frame of the Particle-Source-In-Cell (PSIC) method. The effect of the wall's roughness is taken into account modeling the elastic rebound of particles onto it, instead of using a virtual rebound model.
Settore ICAR/01 - Idraulica
De Marchis, M., Milici, B., & Napoli, E. (2017). Solid sediment transport in turbulent channel flow over irregular rough boundaries. INTERNATIONAL JOURNAL OF HEAT AND FLUID FLOW, 65, 114-126 [10.1016/j.ijheatfluidflow.2017.04.006].
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Utilizza questo identificativo per citare o creare un link a questo documento: http://hdl.handle.net/10447/260750
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