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A capillary wave is a traveling along the of a fluid, whose dynamics and are dominated by the effects of .

Capillary waves are common in , and are often referred to as ripples. The of capillary waves on water is typically less than a few centimeters, with a 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 , as well as by fluid . 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 ( and swells) may result from coalescence of smaller wind-caused ripple-waves.


Dispersion relation
The dispersion relation describes the relationship between and in waves. Distinction can be made between pure capillary waves – fully dominated by the effects of surface tension – and gravity–capillary waves which are also affected by gravity.


Capillary waves, proper
The dispersion relation for capillary waves is

\omega^2=\frac{\sigma}{\rho+\rho'}\, |k|^3, where \omega is the angular frequency, \sigma the , \rho the of the heavier fluid, \rho' the density of the lighter fluid and k the . The is \lambda=\frac{2 \pi}{k}. For the boundary between fluid and vacuum (free surface), the dispersion relation reduces to
\omega^2=\frac{\sigma}{\rho}\, |k|^3.


Gravity–capillary waves
When capillary waves are also affected substantially by gravity, they are called gravity–capillary waves. Their dispersion relation reads, for waves on the interface between two fluids of infinite depth:Lamb (1994), §267, page 458–460.Dingemans (1997), Section 2.1.1, p. 45.
Phillips (1977), Section 3.2, p. 37.

\omega^2=|k|\left( \frac{\rho-\rho'}{\rho+\rho'}g+\frac{\sigma}{\rho+\rho'}k^2\right),

where g is the acceleration due to , \rho and \rho' are the densities of the two fluids (\rho > \rho'). The factor (\rho-\rho')/(\rho+\rho') in the first term is the .


Gravity wave regime
For large wavelengths (small k = 2\pi/\lambda), only the first term is relevant and one has . In this limit, the waves have a half the : following a single wave's crest in a group one can see the wave appearing at the back of the group, growing and finally disappearing at the front of the group.


Capillary wave regime
Shorter (large k) waves (e.g. 2 mm for the water–air interface), which are proper capillary waves, do the opposite: an individual wave appears at the front of the group, grows when moving towards the group center and finally disappears at the back of the group. Phase velocity is two thirds of group velocity in this limit.


Phase velocity minimum
Between these two limits is a point at which the dispersion caused by gravity cancels out the dispersion due to the capillary effect. At a certain wavelength, the group velocity equals the phase velocity, and there is no dispersion. At precisely this same wavelength, the phase velocity of gravity–capillary waves as a function of wavelength (or wave number) has a minimum. Waves with wavelengths much smaller than this critical wavelength \lambda_{m} are dominated by surface tension, and much above by gravity. The value of this wavelength and the associated minimum phase speed c_{m} are:

 \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 interface, \lambda_{m} is found to be , and c_{m} 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.

(2025). 9781107005754, Cambridge University Press.


Derivation
As put it, " water that are easily seen by everyone and which are usually used as an example of waves in elementary courses ... are the worst possible example ...; they have all the complications that waves can have.", R.B. Leighton, and M. Sands (1963). The Feynman Lectures on Physics. Addison-Wesley. Volume I, Chapter 51-4. The derivation of the general dispersion relation is therefore quite involved.See e.g. Safran (1994) for a more detailed description.

There are three contributions to the energy, due to gravity, to , and to . The first two are potential energies, and responsible for the two terms inside the parenthesis, as is clear from the appearance of g and \sigma. For gravity, an assumption is made of the density of the fluids being constant (i.e., incompressibility), and likewise g (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 of the fluids. It is the most complicated and calls for a 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 – the flow is then . These are typically also good approximations for common situations.

The resulting equation for the potential (which is ) 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 k outside the parenthesis, which causes all regimes to be dispersive, both at low values of k, 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, \rho and \rho' for the lower and upper domain respectively. The fluid is assumed to be and incompressible, and the flow is assumed to be . Then the flows are , and the velocity in the lower and upper layer can be obtained from \nabla \phi and \nabla \phi', respectively. Here \phi(x,y,z,t) and \phi'(x,y,z,t) are .

Three contributions to the energy are involved: the V_{g} due to , the potential energy V_{st} due to the and the T of the flow. The part V_{g} due to gravity is the simplest: integrating the potential energy density due to gravity, \rho g z (or \rho' g z) from a reference height to the position of the surface, z = \eta(x,y,t):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 z=0.

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 ('s) representation, and the second applies for small values of the derivatives (surfaces not too rough).

The last contribution involves the 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 \phi(x,y,z,t) and \phi'(x,y,z,t) must satisfy the :Lamb (1994), §20

\nabla^2 \Phi = 0   and   \nabla^2 \Phi' = 0.

These equations can be solved with the proper boundary conditions: \phi and \phi' 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 z=0 instead of z = \eta), the kinetic energy can be written as:

 T \approx
 \frac{1}{2} \iint dx\, dy\;
 \left[
   \rho\,  \Phi\,  \frac{\partial \Phi }{\partial z}\;
   -\;
   \rho'\, \Phi'\, \frac{\partial \Phi'}{\partial z}
 \right]_{\text{at } z=0}.
     

To find the dispersion relation, it is sufficient to consider a wave on the interface, propagating in the x–direction:

\eta = a\, \cos\, ( kx - \omega t) = a\, \cos\, \theta ,

with amplitude a and wave phase \theta = kx - \omega t. 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:

\frac{\partial\Phi}{\partial z} = \frac{\partial\eta}{\partial t}   and   \frac{\partial\Phi'}{\partial z} = \frac{\partial\eta}{\partial t}   at z = 0.

To tackle the problem of finding the potentials, one may try separation of variables, when both fields can be expressed as:

\begin{align}
 \Phi(x,y,z,t) & = + \frac{1}{
\text{e}^{+|k|z}\, \omega a\, \sin\, \theta, \\ \Phi'(x,y,z,t)& = - \frac{1}
\text{e}^{-|k|z}\, \omega a\, \sin\, \theta. \end{align}

Then the contributions to the wave energy, horizontally integrated over one wavelength \lambda = 2\pi/k in the x–direction, and over a unit width in the y–direction, become:Lamb (1994), §230.

\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}

The dispersion relation can now be obtained from the Lagrangian L = T - V, with V the sum of the potential energies by gravity V_{g} and surface tension V_{st}:

(1974). 9780471940906, Wiley-Interscience.
See section 11.7.

 L = \frac{1}{4} \left[
     (\rho+\rho') \frac{\omega^2}
- (\rho-\rho') g - \sigma k^2 \right] a^2 \lambda.

For sinusoidal waves and linear wave theory, the phase–averaged Lagrangian is always of the form L = D(\omega, k) a^{2}, so that variation with respect to the only free parameter, a, gives the dispersion relation D(\omega, k) = 0. In our case D(\omega,k) is just the expression in the square brackets, so that the dispersion relation is:

 \omega^2 = |k| \left( \frac{\rho-\rho'}{\rho+\rho'}\, g  + \frac{\sigma}{\rho+\rho'}\, k^2 \right),
     

the same as above.

As a result, the average wave energy per unit horizontal area, (T + V)/\lambda, is:

 \bar{E} = \frac{1}{2}\, \left[ (\rho-\rho')\, g + \sigma k^2 \right]\, a^2.
     

As usual for linear wave motions, the potential and kinetic energy are equal ( equipartition holds): T = V. Reprinted as Appendix in: Theory of Sound 1, MacMillan, 2nd revised edition, 1894. |}


See also

==Gallery==

]]


Notes


External links

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