Hostname: page-component-cd9895bd7-gvvz8 Total loading time: 0 Render date: 2024-12-19T16:44:45.205Z Has data issue: false hasContentIssue false

Observations of rapidly flowing granular-fluid materials

Published online by Cambridge University Press:  20 April 2006

Daniel M. Hanes
Affiliation:
Center for Coastal Studies, University of California, San Diego, La Jolla, California 92093 Present address: Division of Applied Marine Physics, Rosenstiel School of Marine and Atmospheric Sciences, Miami, Florida 33149.
Douglas L. Inman
Affiliation:
Center for Coastal Studies, University of California, San Diego, La Jolla, California 92093

Abstract

The rapid shearing of a mixture of cohesionless glass spheres and air or water was studied in an annular, parallel-plate shear cell designed after Savage (1978). Two types of flow were observed. In the first type of flow the entire mass of the granular material was mobilized. At high shear rates the shear and normal stresses were found to be quadratically dependent upon the mean shear rate (at constant volume concentration), in general agreement with the observations of Bagnold (1954) and Savage & Sayed (1984), and the ‘kinetic’ theory of Jenkins & Savage (1983). The stresses were found to be weakly dependent on the volume concentration up to approximately 0.5, and strongly dependent above this concentration. For flows in which water was the interstitial fluid, the ratio of the shear stress to the normal stress was slightly higher (than in air), and the stresses at lower shear rates were found to be more nearly linearly related to the shear rate. It is suggested that these effects are contributed to by the viscous dampening of grain motions by the water. The second type of flow was distinguished by the existence of an internal boundary above which the granular material deformed rapidly, but below which the granular material remained rigidly locked in place. The thickness of the shearing layer was measured to be between 5 and 15 grain diameters. The stress ratio at the bottom of the shearing layer was found to be nearly constant, suggesting the internal boundary is a consequence of the immersed weight of the shearing grains, and may be described by a Coulomb yield criterion. A scaled concentration is proposed to compare similar data obtained using different-sized materials or different apparatus. An intercomparison of the two types of flow studied, along with a comparison between the present experiments and those of Bagnold (1954) and Savage & Sayed (1984), suggests that the nature of the boundaries can have a significant effect upon the dynamics of the entire flow.

Type
Research Article
Copyright
© 1985 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.)

References

Ackerman, N. L. & Shen H.1982 Stresses in rapidly sheared fluid-solid mixtures. J. Engng Mech. Div. ASCE 108, 95113.Google Scholar
Bagnold R. A.1941 The Physics of Blown Sand and Desert Dunes. Chapman & Hall.
Bagnold R. A.1954 Experiments on a gravity-free dispersion of large solid spheres in a Newtonian fluid under shear, Proc. R. Soc. Lond. A 225, 4963.Google Scholar
Bagnold R. A.1965 The flow of cohesionless grains in fluids, Phil. Trans. R. Soc. Lond. A 249, 235297.Google Scholar
Bagnold R. A.1966 An approach to the sediment transport problem from general physics. US Geol. Survey Prof. Paper 422-J.Google Scholar
Bailard J. A.1978 An experimental study of granular-fluid flow. Ph.D. dissertation, University of California at San Diego.
Bailard, J. A. & Inman D. L.1979 A re-examination of Bagnold's granular fluid model and bed load transport equation. J. Geophys. Res. 84, 78277833.Google Scholar
Brown, R. L. & Richards J. C.1970 Principles of Powder Mechanics. Pergamon.
Campbell C. S.1982 Shear flows of granular materials. Ph.D. dissertation. California Institute of Technology.
Campbell, C. S. & Brennen C. E.1982 Computer simulation of shear flows of granular materials. In Proc. US-Japan Seminar on New Models and Constitutive Relations in the Mechanics of Granular Materials (ed. J. T. Jenkins & M. Satake). Elsevier.
Carr, J. F. & Walker D. M.1968 An annular shear cell for granular materials. Powder Tech. 1, 369373.Google Scholar
Cheng D. C.1984 Further observations on the rheological behaviour of dense suspensions. Powder Tech. 37, 255273.Google Scholar
Cheng, D. C. & Richmond R. A.1978 Some observations on the rheological behavior of dense suspensions. Rheol. Acta 17, 447453.Google Scholar
Coulomb C. A.1773 Essai sur une application des règles de maximis et minimis à quelques problèmes de statique relatifs à l'architecture Acad. R. Sci. Mém. Math. Phys. par Divers Savants 7, 343382.Google Scholar
Goodman, M. A. & Cowin S. C.1972 A continuum theory for granular material. Arch. Rat. Mech. Anal. 44, 239266.Google Scholar
Hanes, D. M. & Inman D. L.1984 A dynamic yield criterion for granular-fluid flows. J. Geophys. Res. (Submitted).Google Scholar
Inman D. L.1953 Areal and seasonal variations in beach and nearshore sediments at La Jolla, California. Beach Erosion Board, Corps of Engrs Tech. Memo 39.Google Scholar
Inman, D. L. & Hanes D. M.1980 Field measurements of bed and suspended load motion in the surf zone. Proc. 17th Intl Conf. on Coastal Engineering; abstracts vol.
Jenkins, J. T. & Cowin S. C.1979 Theories for flowing granular materials. Mechanics Applied to the Transport of Bulk Materials. ASME AMD-31, pp. 7989.
Jenkins, J. T. & Satake M.1983 Mechanics of Granular Materials: New Models and Constitutive Relations. Elsevier.
Jenkins, J. T. & Savage S. B.1983 A theory for the rapid flow of identical, smooth, nearly elastic spherical particles. J. Fluid Mech. 130, 197202.Google Scholar
Komar, P. D. & Inman D. L.1970 Longshore sand transport on beaches. J. Geophys. Res. 76, 59145927.Google Scholar
Lowe D. R.1976 Grain flow and grain flow deposits. J. Sedim. Petrol. 46, 188199.Google Scholar
Lun, C. K. K. & Savage S. B.1984 A simple kinetic theory for granular flow of rough, inelastic spherical particles. Trans. ASME E: J. Appl. Mech. (submitted).Google Scholar
Lun C. K. K., Savage S. B., Jeffrey, D. J. & Chepurniy N.1984 Kinetic theories for granular flow: inelastic particles in Couette flow and slightly inelastic particles in a general flow field. J. Fluid Mech. 140, 223256.Google Scholar
Mctigue D. F.1982 A nonlinear constitutive model for granular materials: application to gravity flow Trans. ASME E: Appl. Mech. 49, 291296.Google Scholar
Ogawa S.1978 Multitemperature theory of granular materials. In Proc. US-Japan Seminar on Continuum-Mechanical and Statistical Approaches in the Mechanics of Granular Materials (ed. S. C. Cowin & M. Satake, M.) pp. 208217. Gakujutsu Bunken Fukyukai.
Ogawa S., Umemura, A. & Oshima N.1983 On the equations of fully fluidized granular materials. Z. angew. Math. Phys. 31, 483493.Google Scholar
Owen P. R.1964 Saltation of uniform grains in air. J. Fluid Mech. 20, 225242.Google Scholar
Reynolds O.1885 On the dilatancy of media composed of rigid particles in contact Phil. Mag. (5) 20, 469481.Google Scholar
Savage S. B.1978 Experiments on shear flows of cohesionless granular materials. In Proc. US-Japan Seminar on Continuum-Mechanical and Statistical Approaches in the Mechanics of Granular Materials (ed. S. C. Cowin & M. Satake, pp. 241254. Gakujutsu Bunken Fukyukai.
Savage S. B.1979 Gravity flow of cohesionless granular materials in chutes and channels. J. Fluid Mech. 92, 5396.Google Scholar
Savage, S. C. & Jeffrey D. J.1981 The stress tensor in a granular flow at high shear rates. J. Fluid Mech. 110, 255272.Google Scholar
Savage, S. B. & McKeown S.1983 Shear stresses developed during rapid shear of concentrated suspensions of large spherical particles between concentric cylinders. J. Fluid Mech. 127, 453472.Google Scholar
Savage, S. B. & Sayed M.1984 Stresses developed by dry cohesionless granular materials sheared in an annular shear cell. J. Fluid Mech. 142, 391430.Google Scholar
Sayed M.1980 Theoretical and experimental studies on dry cohesionless granular materials. Ph.D. dissertation, McGill University.
Vermeer, P. A. & Luger, H. J. (eds) 1982 Deformation and Failure of Granular Materials. Balkema.