A capillary wave is a wave traveling along the phase boundary of a fluid, whose dynamics and phase velocity are dominated by the effects of surface tension.
Capillary waves are common in nature, and are often referred to as ripples. The wavelength of capillary waves on water is typically less than a few centimeters, with a phase speed in excess of 0.2–0.3 meter/second.
A longer wavelength on a fluid interface will result in gravity–capillary waves which are influenced by both the effects of surface tension and standard gravity, as well as by fluid inertia. Ordinary have a still longer wavelength.
Light breezes upon the surface of water which stir up such small ripples are also sometimes referred to as 'cat's paws'. On the open ocean, much larger wind wave (Wind wave and swells) may result from coalescence of smaller wind-caused ripple-waves.
where is the acceleration due to standard gravity, and are the densities of the two fluids . The factor in the first term is the Atwood number.
\lambda_m = 2 \pi \sqrt{ \frac{\sigma}{(\rho-\rho') g}} \quad \text{and} \quad c_m = \sqrt{ \frac{2 \sqrt{ (\rho - \rho') g \sigma }}{\rho+\rho'} }.For the air–water interface, is found to be , and is .
If one drops a small stone or droplet into liquid, the waves then propagate outside an expanding circle of fluid at rest; this circle is a caustic which corresponds to the minimal group velocity.
There are three contributions to the energy, due to gravity, to surface tension, and to hydrodynamics. The first two are potential energies, and responsible for the two terms inside the parenthesis, as is clear from the appearance of and . For gravity, an assumption is made of the density of the fluids being constant (i.e., incompressibility), and likewise (waves are not high enough for gravitation to change appreciably). For surface tension, the deviations from planarity (as measured by derivatives of the surface) are supposed to be small. For common waves both approximations are good enough.
The third contribution involves the kinetic energy of the fluids. It is the most complicated and calls for a hydrodynamics framework. Incompressibility is again involved (which is satisfied if the speed of the waves is much less than the speed of sound in the media), together with the flow being irrotational – the flow is then potential flow. These are typically also good approximations for common situations.
The resulting equation for the potential (which is Laplace equation) can be solved with the proper boundary conditions. On one hand, the velocity must vanish well below the surface (in the "deep water" case, which is the one we consider, otherwise a more involved result is obtained, see Ocean surface waves.) On the other, its vertical component must match the motion of the surface. This contribution ends up being responsible for the extra outside the parenthesis, which causes all regimes to be dispersive, both at low values of , and high ones (except around the one value at which the two dispersions cancel out.)
Consider two fluid domains, separated by an interface with surface tension. The mean interface position is horizontal. It separates the upper from the lower fluid, both having a different constant mass density, and for the lower and upper domain respectively. The fluid is assumed to be inviscid and incompressible, and the flow is assumed to be irrotational. Then the flows are potential flow, and the velocity in the lower and upper layer can be obtained from and , respectively. Here and are potential flow.
Three contributions to the energy are involved: the potential energy due to standard gravity, the potential energy due to the surface tension and the kinetic energy of the flow. The part due to gravity is the simplest: integrating the potential energy density due to gravity, (or ) from a reference height to the position of the surface, :Lamb (1994), §174 and §230.
V_\mathrm{g} = \iint dx\, dy\; \int_0^\eta dz\; (\rho - \rho') g z = \frac{1}{2} (\rho-\rho') g \iint dx\, dy\; \eta^2, assuming the mean interface position is at . An increase in area of the surface causes a proportional increase of energy due to surface tension:Lamb (1994), §266.
V_\mathrm{st} = \sigma \iint dx\, dy\; \left[ \sqrt{ 1 + \left( \frac{\partial \eta}{\partial x} \right)^2 + \left( \frac{\partial \eta}{\partial y} \right)^2} - 1 \right] \approx \frac{1}{2} \sigma \iint dx\, dy\; \left[ \left( \frac{\partial \eta}{\partial x} \right)^2 + \left( \frac{\partial \eta}{\partial y} \right)^2 \right], where the first equality is the area in this (Gaspard Monge's) representation, and the second applies for small values of the derivatives (surfaces not too rough). The last contribution involves the kinetic energy of the fluid:Lamb (1994), §61.
T= \frac{1}{2} \iint dx\, dy\; \left[ \int_{-\infty}^\eta dz\; \rho\, \left | ^2 + \int_\eta^{+\infty} dz\; \rho'\, \left | ^2
\right].
Use is made of the fluid being incompressible and its flow is irrotational (often, sensible approximations). As a result, both and must satisfy the Laplace equation:Lamb (1994), §20
These equations can be solved with the proper boundary conditions: and must vanish well away from the surface (in the "deep water" case, which is the one we consider).
Using Green's identity, and assuming the deviations of the surface elevation to be small (so the z–integrations may be approximated by integrating up to instead of ), the kinetic energy can be written as:
To find the dispersion relation, it is sufficient to consider a sinusoidal wave on the interface, propagating in the x–direction:
with amplitude and wave phase . The kinematic boundary condition at the interface, relating the potentials to the interface motion, is that the vertical velocity components must match the motion of the surface:
To tackle the problem of finding the potentials, one may try separation of variables, when both fields can be expressed as:
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Then the contributions to the wave energy, horizontally integrated over one wavelength in the x–direction, and over a unit width in the y–direction, become:Lamb (1994), §230.
The dispersion relation can now be obtained from the Lagrangian , with the sum of the potential energies by gravity and surface tension : See section 11.7.
For sinusoidal waves and linear wave theory, the phase–averaged Lagrangian is always of the form , so that variation with respect to the only free parameter, , gives the dispersion relation . In our case is just the expression in the square brackets, so that the dispersion relation is:
the same as above.
As a result, the average wave energy per unit horizontal area, , is:
As usual for linear wave motions, the potential and kinetic energy are equal ( equipartition holds): . Reprinted as Appendix in: Theory of Sound 1, MacMillan, 2nd revised edition, 1894.
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==Gallery==
\begin{align}
V_\text{g} &= \frac{1}{4} (\rho-\rho') g a^2 \lambda,
\\
V_\text{st} &= \frac{1}{4} \sigma k^2 a^2 \lambda,
\\
T &= \frac{1}{4} (\rho+\rho') \frac{\omega^2}
a^2 \lambda.
\end{align}
L = \frac{1}{4} \left[
(\rho+\rho') \frac{\omega^2}
- (\rho-\rho') g - \sigma k^2
\right] a^2 \lambda.
\omega^2 = |k| \left( \frac{\rho-\rho'}{\rho+\rho'}\, g + \frac{\sigma}{\rho+\rho'}\, k^2 \right),
\bar{E} = \frac{1}{2}\, \left[ (\rho-\rho')\, g + \sigma k^2 \right]\, a^2.
See also
Notes
External links
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