Rising obstacle in a one-layer granular bed induced by continuous vibrations: two dynamical regimes governed by vibration velocity

TL;DR

This study reveals that the rising motion of an obstacle in a vibrated granular bed occurs in two regimes, both governed solely by vibration velocity, supported by scaling laws and mechanisms like convection and arch effects, suggesting universality.

Contribution

It demonstrates that the rising motion in a granular bed under vibration is governed solely by vibration velocity across two regimes, supported by scaling laws and proposed mechanisms.

Findings

Two distinct regimes of obstacle rising identified.

Both regimes are governed solely by vibration velocity.

Scaling laws accurately describe the regimes.

Abstract

Rising motion of an obstacle in a vibrated granular medium is a classic problem of granular segregation, and called the Brazil nut (BN) effect. The controlling vibration parameters of the effect has been a long-standing problem. A simple possibility that the BN effect can be characterized solely by vibration velocity has recently been pointed out. The issue has become controversial before a long history of research, with only a few systems have provided for the simple possibility. Here, we investigate the rising motion of an obstacle in a vertically positioned one-layer granular bed under continuous vibrations. We find the rising motion is composed of two distinct regimes, and the first and second regimes are both governed, in terms of vibration parameters, solely by the vibration velocity. We further demonstrate simple scaling laws well describe the two regimes. Our results support the emergent possibility on the controlling parameters of the BN effect and suggests that this feature would be universal. We propose two possible mechanisms of convection and arch effect for the two distinct regimes and demonstrate these mechanism explain the scaling laws followed by our experimental data.