Surface elevation of a trochoidal wave (deep blue) propagating to the right. The trajectories offree surface particles are close circles (in cyan), and theflow velocity is shown in red, for the black particles. Thewave height – difference between the crest and trough elevation – is denoted as, thewavelength as and the phase speed as
The flow field associated with the trochoidal wave is notirrotational: it hasvorticity. The vorticity is of such a specific strength and vertical distribution that the trajectories of thefluid parcels are closed circles. This is in contrast with the usual experimental observation ofStokes drift associated with the wave motion. Also thephase speed is independent of the trochoidal wave'samplitude, unlike other nonlinear wave-theories (like those of theStokes wave andcnoidal wave) and observations. For these reasons – as well as for the fact that solutions for finite fluid depth are lacking – trochoidal waves are of limited use for engineering applications.
Vector contributions from the gravitational force (medium gray) and the gradient of the pressure (black) come together in an amazing way to produce the uniform circular motion of the fluid particles. For uniform circular motion, the net force (light gray) has constant magnitude and always points towards the center of the circle. The fluid particles are colored according to their values. Since the pressure is a function only of, the animation illustrates how the pressure gradient vectors are always perpendicular to the color bands, and their magnitudes are larger when the color bands are closer together.
Using aLagrangian specification of the flow field, the motion of fluid parcels is – for aperiodic wave on the surface of a fluid layer of infinite depth:[2]where and are the positions of the fluid parcels in the plane at time, with the horizontal coordinate and the vertical coordinate (positive upward, in the direction opposing gravity). The Lagrangian coordinates label the fluid parcels, with the centres of the circular orbits – around which the corresponding fluid parcel moves with constantspeed Further is thewavenumber (and thewavelength), while is the phase speed with which the wave propagates in the-direction. The phase speed satisfies thedispersion relation:which is independent of the wave nonlinearity (i.e. does not depend on the wave height), and this phase speed the same as forAiry's linear waves in deep water.
The free surface is a line of constant pressure, and is found to correspond with a line, where is a (nonpositive) constant. For the highest waves occur, with acusp-shaped crest. Note that the highest (irrotational)Stokes wave has acrest angle of 120°, instead of the 0° for the rotational trochoidal wave.[3]
Thewave height of the trochoidal wave is The wave is periodic in the-direction, with wavelength and also periodic in time withperiod
Thevorticity under the trochoidal wave is:[2]varying with Lagrangian elevation and diminishing rapidly with depth below the free surface.
Animation (5 MB) ofswell waves using multi-directional and multi-component Gerstner waves for the simulation of the ocean surface andPOV-Ray for the3D rendering. (The animation is periodic in time; it can be set to loop after right-clicking on it while it is playing).
A multi-component and multi-directional extension of theLagrangian description of the free-surface motion – as used in Gerstner's trochoidal wave – is used incomputer graphics for the simulation of ocean waves.[1] For the classical Gerstner wave the fluid motion exactly satisfies thenonlinear,incompressible andinviscid flow equations below the free surface. However, the extended Gerstner waves do in general not satisfy these flow equations exactly (although they satisfy them approximately, i.e. for the linearised Lagrangian description bypotential flow). This description of the ocean can be programmed very efficiently by use of thefast Fourier transform (FFT). Moreover, the resulting ocean waves from this process look realistic, as a result of the nonlinear deformation of the free surface (due to the Lagrangian specification of the motion): sharpercrests and flattertroughs.
The mathematical description of the free-surface in these Gerstner waves can be as follows:[1] the horizontal coordinates are denoted as and, and the vertical coordinate is. Themean level of the free surface is at and the positive-direction is upward, opposing theEarth's gravity of strength The free surface is describedparametrically as a function of the parameters and as well as of time The parameters are connected to the mean-surface points around which thefluid parcels at the wavy surface orbit. The free surface is specified through and with:where is thehyperbolic tangent function, is the number of wave components considered, is theamplitude of component and itsphase. Further is itswavenumber and itsangular frequency. The latter two, and can not be chosen independently but are related through thedispersion relation:with the mean water depth. In deep water () the hyperbolic tangent goes to one: The components and of the horizontal wavenumbervector determine the wave propagation direction of component
The choice of the various parameters and for and a certain mean depth determines the form of the ocean surface. A clever choice is needed in order to exploit the possibility of fast computation by means of the FFT. See e.g.Tessendorf (2001) for a description how to do this. Most often, the wavenumbers are chosen on a regular grid in-space. Thereafter, the amplitudes and phases are chosen randomly in accord with thevariance-density spectrum of a certain desiredsea state. Finally, by FFT, the ocean surface can be constructed in such a way that it isperiodic both in space and time, enablingtiling – creating periodicity in time by slightly shifting the frequencies such that for
In rendering, also thenormal vector to the surface is often needed. These can be computed using thecross product () as:
Gerstner, F.J. (1802), "Theorie der Wellen",Abhandlunger der Königlichen Böhmischen Gesellschaft der Wissenschaften, Prague. Reprinted in:Annalen der Physik32(8), pp. 412–445, 1809.
Lamb, H. (1994),Hydrodynamics (6th ed.), Cambridge University Press, §251,ISBN978-0-521-45868-9,OCLC30070401 Originally published in 1879, the 6th extended edition appeared first in 1932.