A mathematical model for dilating, non-cohesive granular flows in steep-walled hoppers

Abstract A new variable-density plastic flow model is developed, in which the Drucker Prager yield condition holds identically, but the corresponding flow condition contains the time derivative of density (or the divergence of mass flux), in order to satisfy mass conservation. This “softening” model is applied to the steady radial flow of a cohesionless granular material from steep-walled wedge and conical hopper. Density is assumed to vary with pressure. The variation of density within the hopper is shown to decrease the mass discharge rate, relative to the incompressible model, by a similar amount to the fractional reduction in voidage about the orifice. The predicted mass discharge decreased with increasing internal friction angle. This paper assumed that the inclination of the stagnant region in hopper flow is described by regression curves fitted to data from Brown and Richards. Approximate agreement between the theory of this paper and voidage measurements by Fickie et al. was obtained. Approximate agreement was also obtained with the published mass discharge rates of Nedderman and Beverloo for wedge and conical hoppers, respectively, and our results were insensitive to variations in internal angles of friction between about 25° and 35°. The steady equations considered here can only be satisfied approximately, supporting observations that granular flows are intrinsically transient.

[1]  John L. Bassani,et al.  Yield characterization of metals with transversely isotropic plastic properties , 1977 .

[2]  Christopher E. Brennen,et al.  Gravity Flow of Granular Materials in Conical Hoppers , 1979 .

[3]  日本学術振興会,et al.  Proceedings of the U.S.-Japan Seminar on Continuum Mechanical and Statistical Approaches in the Mechanics of Granular Materials, presented at U.S.-Japan Seminar Sendai Japan, June 5-9, 1978, jointly sponsored by U.S. National Science Foundation, Japan Society for the Promotion of Science , 1978 .

[4]  The intrinsic cohesion of granular materials , 1999 .

[5]  J. C. Jaeger,et al.  Fundamentals of rock mechanics , 1969 .

[6]  D. Schaeffer,et al.  Two phase flows and waves , 1990 .

[7]  I. Vardoulakis,et al.  The thickness of shear bands in granular materials , 1987 .

[8]  Guy T. Houlsby,et al.  The flow of granular materials—II Velocity distributions in slow flow , 1982 .

[9]  U. Tüzün,et al.  Flow of binary mixtures of equal-density granules in hoppers—size segregation, flowing density and discharge rates , 1990 .

[10]  Graham J. Weir,et al.  Sound speed and attenuation in dense, non-cohesive air-granular systems , 2001 .

[11]  R. Behringer,et al.  Pattern Formation and Time-Dependence in Flowing Sand , 1990 .

[12]  Clive E Davies,et al.  Flow of granular material through vertical slots , 1990 .

[13]  Rex B. Thorpe,et al.  An experimental clue to the importance of dilation in determining the flow rate of a granular material from a hopper or bin , 1992 .

[14]  A. Drescher,et al.  On the criteria for mass flow in hoppers , 1992 .

[15]  R. Brown,et al.  Kinematics of the flow of dry powders and bulk solids , 1965 .

[16]  Kumbakonam R. Rajagopal,et al.  On flows of granular materials , 1994 .

[17]  S. Savage,et al.  The mass flow of granular materials derived from coupled velocity-stress fields , 1965 .

[18]  R. M. Nedderman,et al.  Theoretical prediction of stress and velocity profiles in conical hoppers , 1993 .

[19]  S. Savage Gravity flow of a cohesionless bulk solid in a converging conical channel , 1967 .

[20]  A. Schofield,et al.  Critical State Soil Mechanics , 1968 .

[21]  R. Jackson,et al.  Density variations in a granular material flowing from a wedge-shaped hopper , 1989 .

[22]  K. Wieghardt Experiments in Granular Flow , 1975 .

[23]  G. Weir,et al.  A MODIFIED KINEMATIC MODEL FOR THE DISCHARGE OF A GRANULAR-LIKE MATERIAL FROM LONG VERTICAL CYLINDERS , 1999 .

[24]  J. van de Velde,et al.  The flow of granular solids through orifices , 1961 .

[25]  David G. Schaeffer,et al.  Instability in the evolution equations describing incompressible granular flow , 1987 .

[26]  J. Johanson,et al.  Stress and Velocity Fields in the Gravity Flow of Bulk Solids , 1964 .

[27]  J H Atkinson,et al.  The mechanics of soils , 1978 .

[28]  Christopher E. Brennen,et al.  Granular Material Flow in Two-Dimensional Hoppers , 1978 .

[29]  Guy T. Houlsby,et al.  The flow of granular materials—I: Discharge rates from hoppers , 1982 .

[30]  K. K. Rao,et al.  Steady compressible flow of granular materials through a wedge-shaped hopper: The smooth wall, radial gravity problem , 1988 .

[31]  A. W. Jenike Steady Gravity Flow of Frictional-Cohesive Solids in Converging Channels , 1964 .

[32]  R. M. Nedderman,et al.  The measurement of the velocity profile in a granular material discharging from a conical hopper , 1988 .

[33]  Poonam,et al.  Constituents of the yew trees , 1999 .

[34]  R. Jackson,et al.  Boundary conditions for a granular material flowing out of a hopper or bin , 1984 .

[35]  R. L. BROWN,et al.  Minimum Energy Theorem for Flow of Dry Granules through Apertures , 1961, Nature.

[36]  E. Bruce Pitman,et al.  Stability of time dependent compressible granular flow in two dimensions , 1987 .