Whitham equation

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Short description: Non-local model for non-linear dispersive waves

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:

∂η∂t+αη∂η∂x+∫−∞+∞K(x−ξ)∂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:

  • For surface gravity waves, the phase speed c(k) as a function of wavenumber k is taken as:[4]
cww(k)=gktanh⁡(kh),   while   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(1−16k2h2),   Kkdv(s)=gh(δ(s)+16h2δ′′(s)),   αkdv=32gh,
with δ(s) the Dirac delta function.
Kfw(s)=12νe−ν|s|   and   cfw=ν2ν2+k2,   with   αfw=32.
The resulting integro-differential equation can be reduced to the partial differential equation known as the Fornberg–Whitham equation:[6]
(∂2∂x2−ν2)(∂η∂t+32η∂η∂x)+∂η∂x=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

  1. ↑ (Debnath 2005)
  2. ↑ (Naumkin Shishmarev)
  3. ↑ 3.0 3.1 (Whitham 1974)
  4. ↑ 4.0 4.1 4.2 4.3 (Whitham 1967)
  5. ↑ (Hur 2017)
  6. ↑ 6.0 6.1 6.2 (Fornberg Whitham)

References