- Volumes 84-95 (2024)
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Volumes 72-83 (2023)
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Volume 83
Pages 1-258 (December 2023)
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Volume 82
Pages 1-204 (November 2023)
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Volume 81
Pages 1-188 (October 2023)
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Volume 80
Pages 1-202 (September 2023)
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Volume 79
Pages 1-172 (August 2023)
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Volume 78
Pages 1-146 (July 2023)
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Volume 77
Pages 1-152 (June 2023)
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Volume 76
Pages 1-176 (May 2023)
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Volume 75
Pages 1-228 (April 2023)
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Volume 74
Pages 1-200 (March 2023)
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Volume 73
Pages 1-138 (February 2023)
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Volume 72
Pages 1-144 (January 2023)
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Volume 83
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Volumes 60-71 (2022)
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Volume 71
Pages 1-108 (December 2022)
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Volume 70
Pages 1-106 (November 2022)
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Volume 69
Pages 1-122 (October 2022)
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Volume 68
Pages 1-124 (September 2022)
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Volume 67
Pages 1-102 (August 2022)
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Volume 66
Pages 1-112 (July 2022)
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Volume 65
Pages 1-138 (June 2022)
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Volume 64
Pages 1-186 (May 2022)
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Volume 63
Pages 1-124 (April 2022)
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Volume 62
Pages 1-104 (March 2022)
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Volume 61
Pages 1-120 (February 2022)
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Volume 60
Pages 1-124 (January 2022)
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Volume 71
- Volumes 54-59 (2021)
- Volumes 48-53 (2020)
- Volumes 42-47 (2019)
- Volumes 36-41 (2018)
- Volumes 30-35 (2017)
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- Volumes 18-23 (2015)
- Volumes 12-17 (2014)
- Volume 11 (2013)
- Volume 10 (2012)
- Volume 9 (2011)
- Volume 8 (2010)
- Volume 7 (2009)
- Volume 6 (2008)
- Volume 5 (2007)
- Volume 4 (2006)
- Volume 3 (2005)
- Volume 2 (2004)
- Volume 1 (2003)
• A DEM model is employed to investigate the effect of viscosity on wet granular avalanches.
• Simulations are compared to experimental measurements, showing quantitative agreement.
• Increasing the viscous forces decreases the avalanche amplitude and granular temperature.
• Large viscous forces preclude intermittent rigid body motion of the bed, inducing continuous flow.
• The avalanching-continuous flow transition is predicted using a phase diagram.
The dynamic behaviour of granular flows is important in geo-mechanics and industrial applications, yet poorly understood. We studied the effects of liquid viscosity and particle size on the dynamics of wet granular material flowing in a slowly rotating drum, in order to detect the transition from the avalanching to the continuous flow regime. A discrete element method (DEM) model, in which contact forces and cohesive forces were considered, was employed to simulate this flow behaviour. The model was validated experimentally, using glass beads in a wooden drum and water–glycerol mixtures to tune the liquid viscosity. The DEM simulations showed comparable results to the experiments in terms of average slope angle and avalanche amplitude. We observed that the avalanche amplitude, flow layer velocity and granular temperature decrease as the liquid viscosity increases. This effect is more pronounced for smaller sized particles. The increase in viscous forces causes the flowing particles to behave as a bulk, pushing the free surface towards a convex shape. In addition, avalanches become less pronounced and the granular flow transitions from the avalanching regime to the continuous regime. The avalanching flow regime is marked by intermittent rigid body movement of the particulate bed and near-zero drops in the granular temperature, while no rigid body movement of the bed occurs in the continuous flow regime. We identified the avalanching-continuous flow transition region as a function of a dimensionless granular Galileo number.