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Related Concept Videos

Damped Oscillations01:07

Damped Oscillations

In the real world, oscillations seldom follow true simple harmonic motion. A system that continues its motion indefinitely without losing its amplitude is termed undamped. However, friction of some sort usually dampens the motion, so it fades away or needs more force to continue. For example, a guitar string stops oscillating a few seconds after being plucked. Similarly, one must continually push a swing to keep a child swinging on a playground.
Although friction and other non-conservative...
Travelling Waves01:04

Travelling Waves

A wave is a disturbance that propagates from its source, repeating itself periodically, and is typically associated with simple harmonic motion. Mechanical waves are governed by Newton's laws and require a medium to travel. A medium is a substance in which a mechanical wave propagates, and the medium produces an elastic restoring force when it is deformed.
Water waves, sound waves, and seismic waves are some examples of mechanical waves. For water waves, the wave propagation medium is water;...
Types of Damping01:20

Types of Damping

If the amount of damping in a system is gradually increased, the period and frequency start to become affected because damping opposes, and hence slows, the back and forth motion (the net force is smaller in both directions). If there is a very large amount of damping, the system does not even oscillate; instead, it slowly moves toward equilibrium. In brief, an overdamped system moves slowly towards equilibrium, whereas an underdamped system moves quickly to equilibrium but will oscillate about...
Partial Differential Equations01:21

Partial Differential Equations

A stone dropped into a still pond generates waves that propagate outward in circular patterns, creating a dynamic surface whose elevation depends on both position and time. At any given location, the water level oscillates as the wave passes, while at any fixed moment, the surface exhibits smooth, curved structures extending across space. This dual dependence requires a mathematical description that accounts for variation in multiple variables simultaneously.At a fixed point on the water...
Oscillations about an Equilibrium Position01:04

Oscillations about an Equilibrium Position

Stability is an important concept in oscillation. If an equilibrium point is stable, a slight disturbance of an object that is initially at the stable equilibrium point will cause the object to oscillate around that point. For an unstable equilibrium point, if the object is disturbed slightly, it will not return to the equilibrium point. There are three conditions for equilibrium points—stable, unstable, and half-stable. A half-stable equilibrium point is also unstable, but is named so because...
Forced Oscillations01:06

Forced Oscillations

When an oscillator is forced with a periodic driving force, the motion may seem chaotic. The motions of such oscillators are known as transients. After the transients die out, the oscillator reaches a steady state, where the motion is periodic, and the displacement is determined.

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Oscillation-induced sand ripples in a circular geometry.

Germain Rousseaux1, Joachim Kruithof, Patrice Jenffer

  • 1Laboratoire J.-A. Dieudonné, Université de Nice-Sophia Antipolis, UMR 6621 CNRS-UNSA, Parc Valrose, 06108 Nice Cedex 02, France. Germain.Rousseaux@unice.fr

Physical Review. E, Statistical, Nonlinear, and Soft Matter Physics
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Summary

Researchers observed sand ripples forming in circular tanks under oscillating water flow. They identified two distinct thresholds: one for sand grain movement and another for ripple formation, influenced by shear stress gradients.

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Area of Science:

  • Geophysics and Fluid Dynamics
  • Sediment Transport and Morphodynamics

Background:

  • Sand ripple formation is a complex phenomenon driven by fluid flow over granular beds.
  • Understanding the initiation and evolution of these patterns is crucial for sediment transport studies.
  • Previous research often focused on linear geometries, leaving circular systems less explored.

Purpose of the Study:

  • To investigate sand ripple formation in a circular geometry under oscillatory flow conditions.
  • To characterize ripple patterns based on varying excitation parameters.
  • To identify the critical thresholds governing grain motion and ripple initiation.

Main Methods:

  • Experimental observation of sand ripple development in a circular tank.
  • Systematic variation of excitation parameters to study pattern evolution.
  • Analysis of shear stress gradients and their role in pattern formation.
  • Determination of threshold conditions for grain motion and ripple appearance.

Main Results:

  • Distinct thresholds were identified for initial grain motion and subsequent ripple formation.
  • The gradient of shear stress was found to be a key factor in separating these thresholds.
  • The time evolution of the corrugated front invading a flat bed was documented.
  • A phase diagram illustrating ripple instability was presented as a function of Froude and Reynolds numbers.

Conclusions:

  • The study provides unambiguous evidence for two distinct thresholds in sand ripple formation under oscillatory flow in a circular geometry.
  • Shear stress gradients play a critical role in the initiation and separation of grain motion and ripple development.
  • The findings contribute to a better understanding of granular flow instabilities and morphodynamics in confined systems.