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Second-order Stokes wave on arbitrary depth[edit]

The ratio S = a2 / a of the amplitude a2 of the harmonic with twice the wavenumber (2 k), to the amplitude a of the fundamental, according to Stokes's second-order theory for surface gravity waves. On the horizontal axis is the relative water depth h / λ, with h the mean depth and λ the wavelength, while the vertical axis is the Stokes parameter S divided by the wave steepness ka (with k = 2π / λ). Description: * the blue line is valid for arbitrary water depth, while * the dashed red line is the shallow-water limit (water depth small compared to the wavelength), and * the dash-dot green line is the asymptotic limit for deep water waves.

The surface elevation η and the velocity potential Φ are, according to Stokes's second-order theory of surface gravity waves on a fluid layer of mean depth h:[1][2]

Observe that for finite depth the velocity potential Φ contains a linear drift in time, independent of position (x and z). Both this temporal drift and the double-frequency term (containing sin 2θ) in Φ vanish for deep-water waves.

Second Order Stokes Wave as amplitude grows.



Stokes and Ursell parameters[edit]

The ratio S of the free-surface amplitudes at second order and first order – according to Stokes's second-order theory – is:[3]

In deep water, for large kh the ratio S has the asymptote
For long waves, i.e. small kh, the ratio S behaves as
or, in terms of the wave height H = 2a and wavelength λ = 2π / k:
with

  1. ^ Dingemans, M.W. (1997), "Water wave propagation over uneven bottoms", NASA Sti/Recon Technical Report N, Advanced Series on Ocean Engineering, 13: 171–184, §2.8, Bibcode:1985STIN...8525769K, ISBN 978-981-02-0427-3, OCLC 36126836
  2. ^ Whitham (1974, pp. 471–476, §13.13)
  3. ^ Dingemans, M.W. (1997), "Water wave propagation over uneven bottoms", NASA Sti/Recon Technical Report N, Advanced Series on Ocean Engineering, 13: 171–184, §2.8, Bibcode:1985STIN...8525769K, ISBN 978-981-02-0427-3, OCLC 36126836