Two-dimensional granular slumps down slopes

The slumping and subsequent arrest of initially motionless granular materials from behind a rapidly removed lockgate in a sloping two-dimensional channel is considered theoretically and experimentally. The theory is based upon a shallow layer description of the flow and arrest of the grains in which resistance to the downslope motion is modelled as a Coulomb drag with a constant coefficient of friction. The flows leave a thin layer of deposited material along the chute and the depth of the deposit at the rear of the lock is predicted from the theoretical model using asymptotic techniques. This analysis explains the dependence on the initial aspect ratio of the release that has been seen in previous numerical and experimental studies of granular slumps over horizontal surfaces. The theoretical predictions of this depth are also compared with laboratory observations of the slumping of four dry granular materials. It is shown that there is quantitative agreement between the experimental measurements and the theoretical predictions, which include no fitting parameters. The theoretical predictions for the length along the chute that the materials slump, however, are not in agreement with the theoretical model and potential reasons for this mismatch are discussed.

[1]  A. Hogg,et al.  The effects of hydraulic resistance on dam-break and other shallow inertial flows , 2004, Journal of Fluid Mechanics.

[2]  A. Hogg,et al.  Oblique shocks in rapid granular flows , 2005 .

[3]  S. Savage,et al.  The motion of a finite mass of granular material down a rough incline , 1989, Journal of Fluid Mechanics.

[4]  Sebastian Noelle,et al.  Shock waves, dead zones and particle-free regions in rapid granular free-surface flows , 2003, Journal of Fluid Mechanics.

[5]  N. Balmforth,et al.  Granular collapse in two dimensions , 2005, Journal of Fluid Mechanics.

[6]  Olivier Pouliquen,et al.  Friction law for dense granular flows: application to the motion of a mass down a rough inclined plane , 2001, Journal of Fluid Mechanics.

[7]  H. Huppert,et al.  Axisymmetric collapses of granular columns , 2004, Journal of Fluid Mechanics.

[8]  Herbert E. Huppert,et al.  Static and flowing regions in granular collapses down channels , 2007 .

[9]  Olivier Pouliquen,et al.  A constitutive law for dense granular flows , 2006, Nature.

[10]  Jean-Pierre Vilotte,et al.  Spreading of a granular mass on a horizontal plane , 2004 .

[11]  E. Hinch,et al.  Raining into shallow water as a description of the collapse of a column of grains , 2005, Journal of Fluid Mechanics.

[12]  Richard M. Iverson,et al.  Granular avalanches across irregular three-dimensional terrain: 1. Theory and computation , 2004 .

[13]  Arshad Kudrolli,et al.  Failure of a granular step. , 2005, Physical review. E, Statistical, nonlinear, and soft matter physics.

[14]  A. Hogg Lock-release gravity currents and dam-break flows , 2006, Journal of Fluid Mechanics.

[15]  R. Kerswell,et al.  Dam break with Coulomb friction: a model for granular slumping , 2005 .

[16]  Eric Lajeunesse,et al.  Granular slumping on a horizontal surface , 2005 .

[17]  Gert Lube,et al.  Collapses of two-dimensional granular columns. , 2005, Physical review. E, Statistical, nonlinear, and soft matter physics.

[18]  Jean-Pierre Vilotte,et al.  On the use of Saint Venant equations to simulate the spreading of a granular mass , 2005 .

[19]  E. J. Hinch,et al.  Study of the collapse of granular columns using two-dimensional discrete-grain simulation , 2005, Journal of Fluid Mechanics.

[20]  G. Whitham,et al.  Linear and Nonlinear Waves , 1976 .

[21]  Roberto Zenit,et al.  Computer simulations of the collapse of a granular column , 2005 .

[22]  Jean-Pierre Vilotte,et al.  Numerical modeling of avalanches based on Saint-Venant equations using a kinetic scheme , 2003 .