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Kinetics of a one-dimensional granular medium in the quasielastic limit

Phys. Fluids A 5, 34 (1993); doi:10.1063/1.858896

Issue Date: January 1993

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Sean McNamara and W. R. Young
Scripps Institution of Oceanography, La Jolla, California 92093-0230
The dynamics of a one-dimensional granular medium has a finite time singularity if the number of particles in the medium is greater than a certain critical value. The singularity (``inelastic collapse'') occurs when a group of particles collides infinitely often in a finite time so that the separations and relative velocities vanish. To avoid the finite time singularity, a double limit in which the coefficient of restitution r approaches 1 and the number of particles N becomes large, but is always below the critical number needed to trigger collapse, is considered. Specifically, r-->1 with N~(1−r)−1. This procedure is called the ``quasielastic'' limit. Using a combination of direct simulation and kinetic theory, it is shown that a bimodal velocity distribution develops from random initial conditions. The bimodal distribution is the basis for a ``two-stream'' continuum model in which each stream represents one of the velocity modes. This two-stream model qualitatively explains some of the unusual phenomena seen in the simulations, such as the growth of large-scale instabilities in a medium that is excited with statistically homogeneous initial conditions. These instabilities can be either direct or oscillatory, depending on the domain size, and their finite-amplitude development results in the formation of clusters of particles. Physics of Fluids A: Fluid Dynamics is copyrighted by The American Institute of Physics.
History: Received 5 May 1992; accepted 24 August 1992
Permalink: http://dx.doi.org/10.1063/1.858896
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KEYWORDS and PACS

Keywords
PACS
  • 51.10.+y
    Kinetic and transport theory of fluids; physical properties of gases Kinetic and transport theory
  • 47.90.+a
    Fluid dynamics Other topics in fluid dynamics
  • 81.35.+k
    Materials science Granular materials: aggregation characteristics (e.g., grain size, particle size distribution, porosity)
  • YEAR: 1993

PUBLICATION DATA

ISSN:
0899-8213 (print)   1089-7666 (online)
Publisher:
AIP is a member of CrossRef AIP

REFERENCES (12)

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  1. S. McNamara and W. R. Young, “Inelastic collapse and clumping in a one-dimensional granular medium,” Phys. Fluids A 4, 496 (1992).
  2. B. Bernu and R. Mazighi, “One-dimensional bounce of inelastically colliding marbles on a wall,” J. Phys. A: Math. Gen. 23, 5745 (1990).
  3. G. F. Carnevale, Y. Pomeau, and W. R. Young, “Statistics of ballistic agglomeration,” Phys. Rev. Lett. 64, 2913 (1990).
  4. B. E. Sanders and N. L. Ackermann, “Instability in simulated granular chute flow,” J. Eng. Mech. 117, 2396 (1991).
  5. M. A. Hopkins and M. Y. Louge, “Inelastic microstructure in rapid granular flows of smooth disks,” Phys. Fluids A 3, 47 (1991).
  6. J. T. Jenkins and S. B. Savage, “A theory for the rapid flow of identical, smooth, nearly elastic, spherical particles,” J. Fluid Mech. 130, 187 (1983).
  7. P. K. Haff, “Grain flow as a fluid-mechanical phenomenon,” J. Fluid Mech. 134, 401 (1983).
  8. M. Babic, “Particle clustering: an instability of rapid granular flows,” in Advances in Micromechanics of Granular Materials, edited by H. H. Shen, M. Satake, M. Mehradabi, C. S. Chang, and C. S. Campbell (Elsevier, Amsterdam, 1992), p. 291.
  9. The linear modes of a granular shear flow were also studied by T. M. Mello, P. H. Diamond, and H. Levine, “Hydrodynamic modes of a granular shear flow,” Phys. Fluids A 3, 2067 (1991). But in this reference attention is confined to wave vectors that are orthogonal to the velocity. In agreement with Ref. 8, it is found that disturbances with this orientation are stable.
  10. T. G. Drake, “Structural features in granular flows,” J. Geophys. Res. 95, No. B 6, 8681 (1990).
  11. D. A. McQuarrie, Statistical Mechanics (Harper & Row, New York, 1976).
  12. Fluctuations ensure that two particles with the same velocity do not experience exacly the same acceleration. The effect of these fluctuations is contained in the term (Df )uu in Eq. (17). The fluctuations in acceleration between different particles moving with the same velocity results in a diffusion in velocity space that is neglected in the test-particle equation.

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