Whitham equation

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Template:Short description 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:

ηt+αηηx++K(xξ)η(ξ,t)ξdξ=0.

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:

cww(k)=gktanh(kh), Template:Pad while Template:Pad αww=32gh,
with g the gravitational acceleration and h the mean water depth. The associated kernel Kww(s) is, using the inverse Fourier transform:[4]
Kww(s)=12π+cww(k)eiksdk=12π+cww(k)cos(ks)dk,
since cww is an even function of the wavenumber k.
ckdv(k)=gh(116k2h2), Template:Pad Kkdv(s)=gh(δ(s)+16h2δ(s)), Template:Pad αkdv=32gh,
with δ(s) the Dirac delta function.
Kfw(s)=12νeν|s| Template:Pad and Template:Pad cfw=ν2ν2+k2, Template:Pad with Template:Pad αfw=32.
The resulting integro-differential equation can be reduced to the partial differential equation known as the Fornberg–Whitham equation:[6]
(2x2ν2)(ηt+32ηηx)+ηx=0.
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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