Flow dynamics of volumes of large light particles released on submerged steep slopes

The aim of the study is to carry out two-phase gravity driven flows of large light particles on submerged steep slopes and, from their characteristics, identify the criteria that govern the transition between a purely dense and a mixed (dense-suspended) regime. For that, volumes of large light particles are released without any initial velocity at the top of a 2D flume immersed in a 20 m3 tank filled with tap water. The particles are spherical, monodisperse, with two different diameters: 10.6 and 14.4 mm. The volume expansion β, the height H and the front velocity $$U_f$$ of the heavy flows are investigated varying the volume released between 0.2 and 3 L, and the tilt angle of the flume (θ) between 30 and 60°. Two different regimes are observed, one where all the particles move in close contact with each other (dense regime), and as the volume and/or flume angle increases, another where part of the particles are suspended (mixed regime). We find that the overall dynamics of the flow is governed by a buoyancy/drag equilibrium ruled by the densimetric Froude number $$Fr=U_f/\sqrt{(\Delta \rho g/\rho _w) H}$$ , with g the gravity acceleration and $$\Delta \rho =\rho -\rho _w$$ . $$\rho $$ is the density of the flow and $$\rho _w$$ that of the ambient fluid: water. The corresponding drag coefficient exerted on the particles volume is found to vary as $$C_d\approx 2{Fr^{-1.6}}$$ . The key parameter for the onset of the flow of some of the particles in suspension and the transition to the mixed regime proves to be $$St_\theta =St\cos \theta /(1-St\sin \theta )$$ , with $$St=v_s/U_f$$ the Stokes number comparing the settling velocity of the particles to the flow front velocity. While pressure remains hydrostatic within the flow in the dense regime ( $$St_\theta >0.9$$ ), it increases as suspension occurs in the mixed case and $$St_\theta $$ decreases. The dynamic pressure at the forehead of the volume then evolves as $$ P_{s} \approx \Delta \rho gH\cos (\theta )(1.9 - St_{\theta } )^{2} $$ .

Authors

Institutions

Publication Details

Journal
Environmental Fluid Mechanics
Published
2025-08-28
DOI
https://doi.org/10.1007/s10652-025-10049-x
Primary Topic
Particle Dynamics in Fluid Flows
Type
article
Field-Weighted Citation Impact
0.00

Funders

Controls
|||
ALL TIME
JAN
FEB
MAR
APR
MAY
JUN
JUL
AUG
SEP
OCT
article

Flow dynamics of volumes of large light particles released on submerged steep slopes

Jean-Louis Marié, Brivaël Collin, Florence Naaim, Marie Rastello et al.
Environmental Fluid Mechanics
Particle Dynamics in Fluid Flows
article

Flow dynamics of volumes of large light particles released on submerged steep slopes

Jean-Louis Marié, Brivaël Collin, Florence Naaim, Marie Rastello, Hervé Bellot
article en

Abstract

The aim of the study is to carry out two-phase gravity driven flows of large light particles on submerged steep slopes and, from their characteristics, identify the criteria that govern the transition between a purely dense and a mixed (dense-suspended) regime. For that, volumes of large light particles are released without any initial velocity at the top of a 2D flume immersed in a 20 m3 tank filled with tap water. The particles are spherical, monodisperse, with two different diameters: 10.6 and 14.4 mm. The volume expansion β, the height H and the front velocity $$U_f$$ of the heavy flows are investigated varying the volume released between 0.2 and 3 L, and the tilt angle of the flume (θ) between 30 and 60°. Two different regimes are observed, one where all the particles move in close contact with each other (dense regime), and as the volume and/or flume angle increases, another where part of the particles are suspended (mixed regime). We find that the overall dynamics of the flow is governed by a buoyancy/drag equilibrium ruled by the densimetric Froude number $$Fr=U_f/\sqrt{(\Delta \rho g/\rho _w) H}$$ , with g the gravity acceleration and $$\Delta \rho =\rho -\rho _w$$ . $$\rho $$ is the density of the flow and $$\rho _w$$ that of the ambient fluid: water. The corresponding drag coefficient exerted on the particles volume is found to vary as $$C_d\approx 2{Fr^{-1.6}}$$ . The key parameter for the onset of the flow of some of the particles in suspension and the transition to the mixed regime proves to be $$St_\theta =St\cos \theta /(1-St\sin \theta )$$ , with $$St=v_s/U_f$$ the Stokes number comparing the settling velocity of the particles to the flow front velocity. While pressure remains hydrostatic within the flow in the dense regime ( $$St_\theta >0.9$$ ), it increases as suspension occurs in the mixed case and $$St_\theta $$ decreases. The dynamic pressure at the forehead of the volume then evolves as $$ P_{s} \approx \Delta \rho gH\cos (\theta )(1.9 - St_{\theta } )^{2} $$ .

Environmental Fluid MechanicsVol. 25(5)
Université Claude Bernard Lyon 1 (FR), Institut polytechnique de Grenoble (FR), École Centrale de Lyon (FR), École Normale Supérieure de Lyon (FR), Centre National de la Recherche Scientifique (FR), Lyon College (US), Institut National de Recherche pour l'Agriculture, l'Alimentation et l'Environnement (FR), Laboratoire de Physique de l'ENS de Lyon (FR), Institut des Géosciences de l'Environnement (FR), Laboratoire de Mécanique des Fluides et d'Acoustique (FR), Institut de Recherche pour le Développement (FR), Institut National des Sciences Appliquées de Lyon (FR), Université Grenoble Alpes (FR)
Agence Nationale de la Recherche
Openalex Percentile: Top 72%
Particle Dynamics in Fluid Flows
AI Navigator

Ask Laika to Summarize, Analyze, and Connect papers live on the map.

Summarize Papers & Methodologies

Extract key findings, datasets, and comparative methods across publications.

Benchmark Rankings & Visual Analytics

Rank top research institutions, authors, funders, topics, and journals by Field-Weighted Citation Impact (FWCI) and paper volume with instant charts.

Connect Distant Disciplines

Bridge topological clusters on the map to find hidden collaborative intersections.