Granular avalanches down inclined and vibrated planes
Naïma Gaudel1, Sébastien Kiesgen de Richter1, Nicolas Louvet1
1Laboratoire d'Énergétique et de Mécanique Théorique et Appliquée (LEMTA), Université de Lorraine-CNRS, UMR 7563, Vandœuvre-lès-Nancy 54504, France.
External mechanical vibrations can control granular avalanches on inclined planes. This study identifies flow arrest conditions and proposes an empirical law for deposit thickness, revealing distinct gravity-driven and vibration-driven flow regimes.
Area of Science:
- Physics
- Geophysics
- Complex Systems
Background:
- Granular avalanches on inclines are well-studied phenomena.
- External factors can influence granular flow dynamics.
- Understanding flow arrest is crucial for predicting avalanche behavior.
Purpose of the Study:
- To investigate the effect of external mechanical vibrations on granular avalanches.
- To identify conditions leading to flow arrest under vibration.
- To develop an empirical law for deposit thickness and analyze flow regimes.
Main Methods:
- Experimental study of granular avalanches with applied mechanical vibrations.
- Comparison of flow arrest conditions with non-vibrating systems.
- Development of an empirical law relating deposit thickness to inclination angle and vibration intensity.
- Analysis of surface velocity and flow depth to understand competing forces.
Main Results:
- Identified conditions for flow arrest influenced by vibrations.
- Proposed an empirical law for deposit thickness based on inclination and vibration intensity.
- Distinguished between gravity-driven flows (large angles) and vibration-driven flows (small angles).
- Observed that vibrations do not alter dynamics in gravity-driven flows but significantly impact vibration-driven flows.
Conclusions:
- External mechanical vibrations offer a method to finely tune granular flows down inclined planes.
- Two distinct flow regimes (gravity-driven and vibration-driven) were identified and characterized.
- The study provides insights into the interplay between gravity, vibrations, and granular material flow behavior.
More Related Videos
11:51Visually Based Characterization of the Incipient Particle Motion in Regular Substrates: From Laminar to Turbulent Conditions
Published on: February 22, 2018
06:55Kinematic History of a Salient-recess Junction Explored through a Combined Approach of Field Data and Analog Sandbox Modeling
Published on: August 5, 2016
Related Concept Videos
Vibrating Concrete
Types of Aggregate Grading
Well-graded aggregates include a complete range of necessary size fractions that fit together to create a dense matrix with minimal voids, represented by a smooth, continuous gradation curve. This type of grading ensures good...
Shape and Texture of Coarse Aggregate
Design Example: Aggregate Gradation
The grading, or particle-size distribution, of sand is determined using sieve analysis, with standard sizes ranging from 150 μm to 10 mm (ASTM No. 100 sieve to 3⁄8 in. sieve). Sand is...
Plane Potential Flows
Uniform...
Design Example: Maintaining Level of an Embankment
