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Whitham equation

Non-local model for non-linear dispersive waves From Wikipedia, the free encyclopedia

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

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.

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Water waves

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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]
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Notes and references

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