scholarly journals Kinetically constrained model for gravity-driven granular flow and clogging

2019 ◽  
Vol 100 (3) ◽  
Author(s):  
Gregory Bolshak ◽  
Rakesh Chatterjee ◽  
Rotem Lieberman ◽  
Yair Shokef
Author(s):  
Zhigang Guo ◽  
Xing Tian ◽  
Jian Yang ◽  
Tuo Shi ◽  
Qiuwang Wang

2002 ◽  
Vol 14 (9) ◽  
pp. 3309-3326 ◽  
Author(s):  
Elizabeth D. Liss ◽  
Stephen L. Conway ◽  
Benjamin J. Glasser

1993 ◽  
Vol 60 (1) ◽  
pp. 59-64 ◽  
Author(s):  
M. Babic´

The problem of a steady gravity-driven granular flow of identical, smooth, slightly inelastic, circular disks between parallel bumpy boundaries is analyzed. The balance laws, constitutive equations and boundary conditions obtained by the kinetic theory (Richman and Chou, 1988) are utilized. Both collisional and transport contributions to the fluxes of momentum and fluctuation energy are considered. The problem is reduced to a system of coupled differential equations governing the transverse variations of granular temperature, shear stress, and solid fraction with the appropriate boundary conditions. The numerical procedure is developed using a variation of shooting method in order to simultaneously satisfy all of the boundary conditions. The particle flux (discharge) calculated using the present theory compares favorably with the data from numerical simulations and air table experiments reported by Sanders et al. (1988).


1999 ◽  
Vol 59 (3) ◽  
pp. 3289-3292 ◽  
Author(s):  
Colin Denniston ◽  
Hao Li
Keyword(s):  

2001 ◽  
Vol 32 ◽  
pp. 281-284 ◽  
Author(s):  
Y. C. Tai ◽  
J. M. N.T. Gray ◽  
K. Hutter ◽  
S. Noelle

AbstractOne means of preventing areas from being hit by avalanches is to divert the flow by straight or curved walls or tetrahedral or cylindrical-type structures. Thus, there arises the question how a given avalanche flow is changed regarding the diverted-flow depth and flow direction. In this paper a report is given on laboratory experiments performed for gravity-driven dense granular flows down an inclined plane obstructed by plane wall and tetrahedral wedge. It was observed that these flows are accompanied by shocks induced by the presence of the obstacles. These give rise to a transition from super-to subcritical flow of the granular avalanche, associated with depth and velocity changes. It is demonstrated that with an appropriate shock-capturing integration technique for the Savage-Hutter theory, the shock formation for a finite-mass granular flow sliding from an inclined plane into a horizontal run-out zone is well described, as is the shock formation of the granular flow on either side of a tetrahedral protection structure.


2016 ◽  
Vol 63 (1) ◽  
pp. 62-76
Author(s):  
Miha Jaklič ◽  
Klemen Kočevar ◽  
Stanko Srčič ◽  
Rok Dreu

2004 ◽  
Vol 38 ◽  
pp. 135-138 ◽  
Author(s):  
Thierry Faug ◽  
Mohamed Naaim ◽  
Florence Naaim-Bouvet

AbstractDense snow avalanches are regarded as dry granular flows. This paper presents experimental and numerical modelling of deposition processes occurring when a gravity-driven granular flow meets a fence. A specific experimental device was set up, and a numerical model based on shallow-water theory and including a deposition model was used. Both tools were used to quantify how the retained volume upstream of the fence is influenced by the channel inclination and the obstacle height. We identified two regimes depending on the slope angle. In the slope-angle range where a steady flow is possible, the retained volume has two contributions: deposition along the channel due to the roughness of the bed and deposition due to the fence. The retained volume results only from the fence effects for higher slopes. The effects of slope on the retained volume also showed these two regimes. For low slopes, the retained volume decreases strongly with increasing slope. For higher slopes, the retained volume decreases weakly with increasing slope. Comparison between the experiments and computed data showed good agreement concerning the effect of fence height on the retained volume.


Soft Matter ◽  
2019 ◽  
Vol 15 (42) ◽  
pp. 8532-8542 ◽  
Author(s):  
A. L. Thomas ◽  
Zhu Tang ◽  
Karen E. Daniels ◽  
N. M. Vriend

We analyse the rheology of gravity-driven, dry granular flows in experiments where individual forces within the flow bulk are measured.


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