Whitham equation

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In mathematical physics, the Whitham equation is a non-local model for non-linear dispersive waves. [1] [2] [3]

Contents

The equation is notated as follows:

This integro-differential equation for the oscillatory variable η(x,t) is named after Gerald Whitham who introduced it as a model to study breaking of non-linear dispersive water waves in 1967. [4] Wave breaking – bounded solutions with unbounded derivatives – for the Whitham equation has recently been proven. [5]

For a certain choice of the kernel K(x  ξ) it becomes the Fornberg–Whitham equation.

Water waves

Using the Fourier transform (and its inverse), with respect to the space coordinate x and in terms of the wavenumber k:

  while  
with g the gravitational acceleration and h the mean water depth. The associated kernel Kww(s) is, using the inverse Fourier transform: [4]
since cww is an even function of the wavenumber k.
  
with δ(s) the Dirac delta function.
  and    with  
The resulting integro-differential equation can be reduced to the partial differential equation known as the Fornberg–Whitham equation: [6]
This equation is shown to allow for peakon solutions – as a model for waves of limiting height – as well as the occurrence of wave breaking (shock waves, absent in e.g. solutions of the Korteweg–de Vries equation). [6] [3]

Notes and references

Notes

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References

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  • Moldabayev, D.; Kalisch, H.; Dutykh, D. (2015), "The Whitham Equation as a model for surface water waves", Physica D: Nonlinear Phenomena, 309: 99–107, arXiv: 1410.8299 , Bibcode:2015PhyD..309...99M, doi:10.1016/j.physd.2015.07.010, S2CID   55302388
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  • Whitham, G.B. (1967), "Variational methods and applications to water waves", Proceedings of the Royal Society A , 299 (1456): 6–25, Bibcode:1967RSPSA.299....6W, doi:10.1098/rspa.1967.0119, S2CID   122802187
  • Whitham, G.B. (1974), Linear and nonlinear waves, Wiley-Interscience, doi:10.1002/9781118032954, ISBN   978-0-471-94090-6