Hostname: page-component-857557d7f7-bkbbk Total loading time: 0 Render date: 2025-11-20T09:40:49.928Z Has data issue: false hasContentIssue false

Generating the granular solitary wave

Published online by Cambridge University Press:  20 November 2025

Giorgos Kanellopoulos
Affiliation:
Department of Mathematics, University of Patras, 26500 Patras, Greece
Dimitrios Razis
Affiliation:
Department of Mathematics, University of Patras, 26500 Patras, Greece Mathematics Research Center, Academy of Athens, 11527 Athens, Greece Department of Physics, National & Kapodistrian University of Athens, 15771 Ilisia Athens, Greece
Ko van der Weele*
Affiliation:
Department of Mathematics, University of Patras, 26500 Patras, Greece
*
Corresponding author: Ko van der Weele, weele@math.upatras.gr

Abstract

Based on the generalised Saint-Venant equations for granular flow on an inclined chute, we show how to generate solitary waves from localised perturbations at the inlet. Such perturbations usually give rise to a group of roll waves, but by choosing the system parameters appropriately, the formation of all but the first wave can be suppressed, thus turning this first one into a solitary wave. This calls for a highly diffusive flow, which is realised for inclination angles close to the minimal angle required to keep the granular material flowing.

Information

Type
JFM Papers
Copyright
© The Author(s), 2025. Published by Cambridge University Press

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

Article purchase

Temporarily unavailable

References

Baker, J.L., Barker, T. & Gray, J.M.N.T. 2016 A two-dimensional depth-averaged $\mu ({I})$ -rheology for dense granular avalanches. J. Fluid Mech. 787, 367395.10.1017/jfm.2015.684CrossRefGoogle Scholar
Brock, R.R. 1967 Development of roll waves in open channels. PhD thesis, California Institute of Technology.Google Scholar
Di Cristo, C., Iervolino, M., Vacca, A. & Zanuttigh, B. 2009 Roll-waves prediction in dense granular flows. J. Hydrol. 377, 5058.10.1016/j.jhydrol.2009.08.008CrossRefGoogle Scholar
Edwards, A.N. & Gray, J.M.N.T. 2015 Erosion-deposition waves in shallow granular free-surface flows. J. Fluid Mech. 762, 3567.10.1017/jfm.2014.643CrossRefGoogle Scholar
Edwards, A.N., Rocha, F.M., Kokelaar, B.P., Johnson, C.G. & Gray, J.M.N.T. 2023 Particle-size segregation in self-channelized granular flows. J. Fluid Mech. 955, A38.10.1017/jfm.2022.1089CrossRefGoogle Scholar
Edwards, A.N., Russell, A.S., Johnson, C.G. & Gray, J.M.N.T. 2019 Frictional hysteresis and particle deposition in granular free-surface flows. J. Fluid Mech. 875, 10581095.10.1017/jfm.2019.517CrossRefGoogle Scholar
Edwards, A.N., Viroulet, S., Johnson, C.G. & Gray, J.M.N.T. 2021 Erosion-deposition dynamics and long distance propagation of granular avalanchess. J. Fluid Mech. 915, A9.10.1017/jfm.2021.34CrossRefGoogle Scholar
Edwards, A.N., Viroulet, S., Kokelaar, B.P. & Gray, J.M.N.T. 2017 Formation of levees, troughs and elevated channels by avalanches on erodible slopes. J. Fluid Mech. 823, 278315.10.1017/jfm.2017.309CrossRefGoogle Scholar
Fei, J., Jie, Y., Xiong, H. & Wu, Z. 2021 Granular roll waves along a long chute: from formation to collapse. Powder Technol. 377, 553564.10.1016/j.powtec.2020.09.007CrossRefGoogle Scholar
Forterre, Y. 2006 Kapiza waves as a test for three-dimensional granular flow rheology. J. Fluid Mech. 563, 123132.10.1017/S0022112006001509CrossRefGoogle Scholar
Forterre, Y. & Pouliquen, O. 2003 Long-surface-wave instability in dense granular flows. J. Fluid Mech. 486, 2150.10.1017/S0022112003004555CrossRefGoogle Scholar
GDR-MiDi 2004 On dense granular flows. Eur. Phys. J. E 14, 341365.10.1140/epje/i2003-10153-0CrossRefGoogle Scholar
Gray, J.M.N.T. & Cui, X. 2007 Weak, strong and detached oblique shocks in gravity driven granular free-surface flows. J. Fluid Mech. 579, 113136.10.1017/S0022112007004843CrossRefGoogle Scholar
Gray, J.M.N.T. & Edwards, A.N. 2014 A depth-averaged $\mu ({I})$ -rheology for shallow granular free-surface flows. J. Fluid Mech. 755, 503534.10.1017/jfm.2014.450CrossRefGoogle Scholar
Hamdi, S., Schiesser, W.E. & Griffiths, G.W. 2007 Method of lines. Scholarpedia 2, 2859.10.4249/scholarpedia.2859CrossRefGoogle Scholar
Johnson, C.G. & Gray, J.M.N.T. 2011 Granular jets and hydraulic jumps on an inclined plane. J. Fluid Mech. 675, 87116.10.1017/jfm.2011.2CrossRefGoogle Scholar
Kanellopoulos, G. 2021 The granular monoclinal wave: a dynamical systems survey. J. Fluid Mech. 921, A6.10.1017/jfm.2021.491CrossRefGoogle Scholar
Kanellopoulos, G. 2025 Formation of standing waves in granular chute flows induced by mild basal topography. J. Non-Newton. Fluids 343, 105453.10.1016/j.jnnfm.2025.105453CrossRefGoogle Scholar
Kanellopoulos, G., Razis, D. & van der Weele, K. 2021 On the structure of granular jumps: the dynamical systems approach. J. Fluid Mech. 912, A54.10.1017/jfm.2020.951CrossRefGoogle Scholar
Kanellopoulos, G., Razis, D. & van der Weele, K. 2022 On the shape and size of granular roll waves. J. Fluid Mech. 950, A27.10.1017/jfm.2022.811CrossRefGoogle Scholar
Kanellopoulos, G., Razis, D. & van der Weele, K. 2024 Pairwise balancing of forces in traveling granuler waves. Physica D 469, 134324.10.1016/j.physd.2024.134324CrossRefGoogle Scholar
Pouliquen, O. & Forterre, Y. 2002 Friction law for dense granular flows: application to the motion of a mass down a rough inclined plane. J. Fluid Mech. 453, 113151.10.1017/S0022112001006796CrossRefGoogle Scholar
Razis, D., Edwards, A.N., Gray, J.M.N.T. & van der Weele, K. 2014 Arrested coarsening of granular roll waves. Phys. Fluids 26, 123305-1–123305-25 10.1063/1.4904520CrossRefGoogle Scholar
Razis, D., Kanellopoulos, G. & van der Weele, K. 2018 The granular monoclinal wave. J. Fluid Mech. 843, 810846.10.1017/jfm.2018.149CrossRefGoogle Scholar
Razis, D., Kanellopoulos, G. & van der Weele, K. 2019 A dynamical systems view of granular flow: from monoclinal flood waves to roll waves. J. Fluid Mech. 869, 143181.10.1017/jfm.2019.168CrossRefGoogle Scholar
Razis, D., Kanellopoulos, G. & Van der Weele, K. 2023 Roll waves as relaxation oscillations. Phys. Fluids 35, 63333.10.1063/5.0152549CrossRefGoogle Scholar
Rocha, F.M., Johnson, C.G. & Gray, J.M.N.T. 2019 Self-channelisation and levee formation in monodisperse granular flows. J. Fluid Mech. 876, 591641.10.1017/jfm.2019.518CrossRefGoogle Scholar
Russell, A.S., Johnson, C.G., Edwards, A.N., Viroulet, S. & Gray, J.M.N.T. 2019 Retrogressive failure of a static granular layer on an inclined plane. J. Fluid Mech. 869, 313340.10.1017/jfm.2019.215CrossRefGoogle Scholar
Savage, S.B. & Hutter, K. 1989 The motion of a finite mass of granular material down a rough incline. J. Fluid Mech. 199, 177215.10.1017/S0022112089000340CrossRefGoogle Scholar
Schiesser, W.E. 1991 The Numerical Method of Lines: Integration of Partial Differential Equations. Academic Press.Google Scholar
Viroulet, S., Baker, J.L., Edwards, A.N., Johnson, C.G., Gjaltema, C., Clavel, P. & Gray, J.M.N.T. 2017 Multiple solutions for granular flow over a smooth two-dimensional bump. J. Fluid Mech. 815, 77116.10.1017/jfm.2017.41CrossRefGoogle Scholar
Viroulet, S., Baker, J.L., Rocha, F.M., Johnson, C.G., Kokelaar, B.P. & Gray, J.M.N.T. 2018 The kinematics of bidisperse granular roll waves. J. Fluid Mech. 848, 836875.10.1017/jfm.2018.348CrossRefGoogle Scholar
Yop, P., Forterre, Y. & Pouliquen, O. 2005 Crucial role of sidewalls in granular surface flows: consequences for the rheology. J. Fluid Mech. 541, 167192.Google Scholar
Yop, P., Forterre, Y. & Pouliquen, O. 2006 A constitutive relation for dense granular flows. Nature 44, 727730.Google Scholar
Yu, B. & Chu, V.H. 2022 The front runner in roll waves produced by local disturbances. J. Fluid Mech. 932, A42.10.1017/jfm.2021.1011CrossRefGoogle Scholar
Supplementary material: File

Kanellopoulos et al. supplementary movie

Video showing the generation and evolution of a granular solitary wave on a 50 m chute. The formation of the wave is triggered by an initial condition mimicking localized random perturbations at the inlet of the chute. During the early stages (up to t = 5 s), the humps of the initial perturbation are seen to merge. Simultaneously, they sweep up material from the carrying flow, as evidenced by the formation of a valley in the wake of the travelling compound. After t = 5 s, a solitary wave emerges, featuring a steep wave front and a relatively long tail followed by a gradually deepening valley. This waveform keeps growing slowly until it exits the chute. The suppression of any secondary waves is due to the strong diffusion in the flowing sheet (controlled via the tilting angle, which is just slightly above the angle of repose), while the slow growth of the solitary wave is a result of the fact that the carrying flow is sufficiently energetic (controlled via the Froude number of the incoming flow). The system parameters in this video are the same as those of Fig. 5 in the main text.
Download Kanellopoulos et al. supplementary movie(File)
File 882.8 KB