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A Caltech Library Repository Feedhttp://www.rssboard.org/rss-specificationpython-feedgenenTue, 16 Apr 2024 13:44:36 +0000Granular Flow in a Vertically Vibrating Hopper
https://resolver.caltech.edu/CaltechAUTHORS:WASasceemc95
Authors: {'items': [{'id': 'Wassgren-C-R', 'name': {'family': 'Wassgren', 'given': 'C. R.'}}, {'id': 'Brennen-C-E', 'name': {'family': 'Brennen', 'given': 'C. E.'}}, {'id': 'Hunt-M-L', 'name': {'family': 'Hunt', 'given': 'M. L.'}, 'orcid': '0000-0001-5592-2334'}]}
Year: 1995
The behavior of the flow of glass spheres in a vertically vibrating hopper is examined. A two-dimensional hopper is mounted on a shaker that provides sinusoidal, vertical vibrations. Both the frequency and amplitude of the vibrations are adjustable. Hopper discharge rates and flow patterns are measured as the acceleration amplitude of the vibrations is increased from 0 to 4g's. Comparisons are made with unvibrated hopper flows and with a two-dimensional discrete element simulation model.https://authors.library.caltech.edu/records/w3xqg-1d230Investigation of f/2 and f/4 Waves in Granular Beds Subject to Vertical, Sinusoidal Oscillations
https://resolver.caltech.edu/CaltechAUTHORS:WASpg97
Authors: {'items': [{'id': 'Wassgren-C-R', 'name': {'family': 'Wassgren', 'given': 'Carl R.'}}, {'id': 'Hunt-M-L', 'name': {'family': 'Hunt', 'given': 'Melany L.'}, 'orcid': '0000-0001-5592-2334'}, {'id': 'Brennen-C-E', 'name': {'family': 'Brennen', 'given': 'Christopher E.'}}]}
Year: 1997
When a deep bed of granular material is subject to vertical, sinusoidal oscillations, a number of phenomena appear including two regimes of standing surface waves that form at one-half and one-quarter of the oscillation forcing frequency. These waves are referred to as f/2 and f/4 waves where f is the oscillation frequency. This paper presents the results from experiments and computer simulations designed to study the wavelength and wave amplitude dependence of the surface waves on the vibration parameters, collision coefficient of restriction, and the particle bed depth.https://authors.library.caltech.edu/records/v24fe-0vq95Effects of vertical vibration on hopper flows of granular material
https://resolver.caltech.edu/CaltechAUTHORS:WASmdfpm97
Authors: {'items': [{'id': 'Wassgren-C-R', 'name': {'family': 'Wassgren', 'given': 'Carl R.'}}, {'id': 'Hunt-M-L', 'name': {'family': 'Hunt', 'given': 'Melany L.'}, 'orcid': '0000-0001-5592-2334'}, {'id': 'Brennen-C-E', 'name': {'family': 'Brennen', 'given': 'Christopher E.'}}]}
Year: 1997
This paper examines the flow of granular material through a wedge-shaped hopper subject to vertical, sinusoidal oscillations. Experiments and discrete element computer simulations were conducted to investigate particle trajectories within and mass discharge rates from the hopper. With the hopper exit closed, side wall convection cells are observed in both the experiments and simulations. The convection cells are oriented such that particles move up along the inclined walls of the hopper and down along the centerline. Results from the computer simulation indicate that the convection cells are a result of the dilation of the granular bed during free fall and interaction with hopper walls. Measurements of the mean mass discharge rate for various vibration parameters were also made in both the experiments and simulations. The ratio of the mass discharge rate for a vibrating hopper to the mass discharge rate for a non-vibrating hopper scales with the oscillation velocity amplitude and exhibits a maximum value just greater than one for oscillation velocity amplitudes less than 0.5. The ratio is less than one for larger velocity amplitudes. A simple model taking into account the change in the effective gravity acting on the granular material over an oscillation cycle is examined. A significant deficiency in the model is that is assumes no material discharges from the hopper during part of each oscillation cycle for acceleration amplitudes greater than gravitational acceleration. Data from the simulations indicate that although the discharge rate from the hopper varies throughout an oscillation cycle, it never equals zero. The simulation was also used to examine particle horizontal position and velocity profiles at the hopper exit. Lastly, preliminary observations of the effects of localized vibration on a granular material in a closed hopper are presented.https://authors.library.caltech.edu/records/cm0ne-z5j29Effects of Horizontal Vibration on Hopper Flows of Granular Material
https://resolver.caltech.edu/CaltechAUTHORS:HUNmdfpm97
Authors: {'items': [{'id': 'Weathers-R-C', 'name': {'family': 'Weathers', 'given': 'R. C.'}}, {'id': 'Hunt-M-L', 'name': {'family': 'Hunt', 'given': 'M. L.'}, 'orcid': '0000-0001-5592-2334'}, {'id': 'Brennen-C-E', 'name': {'family': 'Brennen', 'given': 'C. E.'}}, {'id': 'Lee-A-T', 'name': {'family': 'Lee', 'given': 'A. T.'}}, {'id': 'Wassgren-C-R', 'name': {'family': 'Wassgren', 'given': 'C. R.'}}]}
Year: 1997
This study experimentally examines the flow of glass spheres in a wedge-shaped hopper that is vibrated hoizontally. When the hopper is discharged without vibration, discharge occurs as a funnel flow, with the material exiting the central region of the hopper and stagnant material along the sides. With vibration, the discharge of the material occurs in reverse, with the material along the sides exiting first, followed by the material in the central region. These patterns are observed with flow visualization and high-speed photography. The study also includes measurements of the discharge rate, which increases with the amplitude of the velocity of vibration.https://authors.library.caltech.edu/records/xh026-pat05Size Segregation in Cylindrical Horizontal Couette Flows of Particles: Experiments and Simulations
https://resolver.caltech.edu/CaltechAUTHORS:20190829-131533463
Authors: {'items': [{'id': 'Karion-A', 'name': {'family': 'Karion', 'given': 'A.'}}, {'id': 'Hunt-M-L', 'name': {'family': 'Hunt', 'given': 'M. L.'}, 'orcid': '0000-0001-5592-2334'}]}
Year: 2000
DOI: 10.1007/978-94-015-9498-1_17
The dynamics of a granular mixture can differ significantly from those of a same-size flow. For example, shearing of granular materials often leads to unwanted segregation of particles of different sizes. This research uses both experiments and discrete element computer simulations to study the segregation occurring in a cylindrical Couette flow. Both experiments and simulations show a complex segregation pattern in which the concentration of large particles varies with both the radial coordinate and the angular location in the cylinder. The large particles rise to the free surface at the top of the cylindrical container and also line the outer cylinder. The number of layers of large particles around the stationary outer cylinder varies with the angular coordinate.https://authors.library.caltech.edu/records/rbvbx-15107Shear Stress Measurements of Non-Spherical Particles in High Shear Rate Flows
https://resolver.caltech.edu/CaltechAUTHORS:KOOaipcp08
Authors: {'items': [{'id': 'Koos-E', 'name': {'family': 'Koos', 'given': 'Erin'}}, {'id': 'Hunt-M-L', 'name': {'family': 'Hunt', 'given': 'Melany L.'}, 'orcid': '0000-0001-5592-2334'}, {'id': 'Brennen-C-E', 'name': {'family': 'Brennen', 'given': 'Christopher E.'}}]}
Year: 2008
DOI: 10.1063/1.2964830
The behavior of liquid-solid flows varies greatly depending on fluid viscosity; particle and liquid inertia; and collisions and near-collisions between particles. Shear stress measurements were made in a coaxial rheometer with a height to gap ratio (b/r0) of 11.7 and gap to outer radius ratio (h/b) of 0.166 that was specially designed to minimize the effects of secondary flows. Experiments were performed for a range of Reynolds numbers, solid fractions and ratio of particle to fluid densities. With neutrally buoyant particles, the dimensional shear stress exhibits a linear dependence on Reynolds number: the slope is monotonic but a non-linear function of the solid fraction. Though non-neutrally buoyant particles exhibit a similar linear dependence at higher Reynolds numbers, at lower values the shear stress exhibits a non-linear behavior in which the stress increases with decreasing Reynolds number due to particle settling.https://authors.library.caltech.edu/records/rvmha-qr495