Related Experiment Video
Updated: Apr 6, 2026

11:03
An Analog Macroscopic Technique for Studying Molecular Hydrodynamic Processes in Dense Gases and Liquids
Published on: December 4, 2017
9.1K
On shallow water waves in a medium with time-dependent dispersion and nonlinearity coefficients
Hamdy I Abdel-Gawad1, Mohamed Osman1
1Department of Mathematics, Faculty of Science, Cairo University, Giza, Egypt.
Journal of Advanced Research
|July 23, 2015
Summary
This study examines shallow water waves using the variable coefficient Korteweg-de Vries equation. It reveals wave structures depend on dispersion and nonlinearity, with potential for collapse if unbalanced.
Area of Science:
- Fluid dynamics
- Nonlinear wave phenomena
- Mathematical physics
Background:
- Shallow water waves exhibit complex behaviors.
- The Korteweg-de Vries (KdV) equation models these waves.
- Variable coefficients introduce further complexity.
Purpose of the Study:
- Analyze shallow water wave progression under the variable coefficient KdV (vcKdV) equation.
- Investigate wave behavior based on the proportionality of dispersion and nonlinearity coefficients.
- Develop exact solutions and a novel algorithm for coupled nonlinear partial differential equations.
Main Methods:
- Extended unified method for finding exact solutions.
- Analysis of two cases: proportional and non-linearly dependent dispersion/nonlinearity coefficients.
- Mathematical modeling of water wave dynamics.
Main Results:
- When dispersion and nonlinearity coefficients are proportional, waves exhibit KdV-like geometric structures but with time-dependent speeds.
- Wave structure is maintained only when nonlinearity balances dispersion; otherwise, wave collapse occurs.
- Exact solutions for the vcKdV equation were derived.
Conclusions:
- The balance between nonlinearity and dispersion is critical for maintaining water wave structure.
- The extended unified method provides a powerful tool for solving complex nonlinear PDEs.
- This research offers insights into the dynamics of shallow water waves with variable coefficients.
Keywords:
Jacobi doubly periodic wave solutionsSolitary and periodic wave solutionsThe extended unified methodTime-dependent coefficientsVariable coefficientMore Related Videos
Related Concept Videos
Wave Parameters
9.8K
The simplest mechanical waves are associated with simple harmonic motion and repeat themselves for several cycles. These simple harmonic waves can be modeled using a combination of sine and cosine functions. Consider a simplified surface water wave that moves across the water's surface. Unlike complex ocean waves, in surface water waves, water moves vertically, oscillating up and down, whereas the disturbance of the wave moves horizontally through the medium. If a seagull is floating on the...
9.8K
Propagation of Waves
3.4K
When a wave propagates from one medium to another, part of it may get reflected in the first medium, and part of it may get transmitted to the second medium. In such a case, the interface of the two mediums can be considered as a boundary that is neither fixed nor free.
Consider a scenario where a wave propagates from a string of low linear mass density to a string of high linear mass density. In such a case, the reflected wave is out of phase with respect to the incident wave, however the...
Consider a scenario where a wave propagates from a string of low linear mass density to a string of high linear mass density. In such a case, the reflected wave is out of phase with respect to the incident wave, however the...
3.4K
Velocity and Acceleration of a Wave
5.1K
A wave propagates through a medium with a constant speed, known as a wave velocity. It is different from the speed of the particles of the medium, which is not constant. In addition, the velocity of the medium is perpendicular to the velocity of the wave. The variable speed of the particles of the medium implies that there must be acceleration associated with it.
The velocity of the particles can be obtained by taking the partial derivative of the position equation with respect to time....
The velocity of the particles can be obtained by taking the partial derivative of the position equation with respect to time....
5.1K
Types of Damping
8.0K
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...
8.0K
Damped Oscillations
7.6K
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...
Although friction and other non-conservative...
7.6K
Interference and Diffraction
54.6K
Interference is a characteristic phenomenon exhibited by waves. When two electromagnetic waves interact with their peaks and troughs coinciding, a resulting wave with enhanced amplitude is produced. This is known as constructive interference. In this case, the two waves interacting are in phase with each other.
54.6K

