Skip to main content
Log in

Weak or strong nonlinearity: the vital issue

  • Original Paper
  • Published:
Journal of Engineering Mathematics Aims and scope Submit manuscript

Abstract

Marine hydrodynamics is characterised by both weak nonlinearities, as seen for example in drift forces, and strong nonlinearities, as seen for example in wave breaking. In many cases their relative importance is still a controversial matter. The phenomenon of particle escape, seen in linear theory, appears to offer a guide to when strongly nonlinear effects will start to become important, and what will happen when they do.

In the case of the “ringing” of vertical cylinders in steep waves, particle escape is shown to correspond approximately to local wave breaking, which leads to the cavitation responsible for “ringing”. Another example is rogue waves, where recent results from weakly nonlinear theory are disappointing, and also fail to explain the rogue waves seen in relatively shallow water, as in the data from the Draupner and Gorm platforms. Recent laboratory experiments, too, show wave crests continuing to grow in height after all frequency components have come into phase, which is inconsistent with weakly nonlinear theory. Particle escape, which is more frequent in shallow water, offers a simple alternative explanation for these observations, as well as for the violent motion at the wave crests, which often confuses rogue-wave data. Extreme wave crests have long been known to be strongly nonlinear, so it appears possible that rogue waves are primarily a strongly nonlinear phenomenon.

Fully nonlinear computations of two interacting regular waves are presented, to explore further the connection between particle escape and wave breaking. They are combined with Monte-Carlo simulations of particle escape in hurricane conditions, and the very few measurements of large breaking waves during hurricanes. It is concluded that large breaking waves will have occurred about once per hour, and once per 100 h, respectively, in the recent hurricanes LILI and IVAN. These findings call into question the use of non-breaking wave models in the design codes for fixed steel offshore structures.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Similar content being viewed by others

References

  1. Grue J (ed) (2005) Proc. 20th Int. Workshop on Water Waves and Floating Bodies. R. Inst. Naval Architects, London (see www.rina.org.uk)

  2. Stokes GG (1880) On the theory of oscillatory waves. Trans. Camb. Phil. Soc. (1847). In: Mathematical & physical papers by G.G. Stokes, vol 1, Cambridge University Press, pp 197–219

  3. Schwartz LW (1974) Computer extension and analytic continuation of Stokes’ expansion for gravity waves. J Fluid Mech 62:553–578

    Article  MATH  ADS  Google Scholar 

  4. Malenica S, Molin B (1995) Third-harmonic wave diffraction by a vertical cylinder. J Fluid Mech 302:203–229

    Article  MATH  ADS  MathSciNet  Google Scholar 

  5. Faltinsen OM, Newman JN, Vinje T (1995) Nonlinear wave loads on a slender vertical cylinder. J Fluid Mech 289:179–198

    Article  MATH  ADS  Google Scholar 

  6. Grue J, Bjorshol G, Strand Ø (1995) Higher harmonic wave exciting forces on a vertical cylinder. Institute of Mathematics, University of Oslo Preprint. No. 2. ISBN 82-553-0862-8

  7. Chaplin JR, Rainey RCT, Yemm RW (1997) Ringing of a vertical cylinder in waves. J Fluid Mech 350:119–147

    Article  ADS  MathSciNet  Google Scholar 

  8. Rainey RCT, Chaplin JR (2003) Wave breaking and cavitation around a vertical cylinder: experiments and linear theory In: Clement AH, Ferrant P (eds), Proc. 18th Int. Workshop on Water Waves and Floating Bodies. R. Inst. Naval Architects, London (see www.rina.org.uk)

  9. Sarpkaya T, Isaacson M (1981) Mechanics of Wave Forces on Offshore Structures. Van Nostrand Reinhold, New York

    Google Scholar 

  10. Benjamin TB, Feir JE (1967) The disintegration of wavetrains in deep water, Part 1, Theory. J Fluid Mech 27:417–430

    Article  MATH  ADS  Google Scholar 

  11. Mei CC (1989) The applied dynamics of ocean surface waves. World Scientific, Singapore

    MATH  Google Scholar 

  12. Peregrine DH (1983) Water waves, nonlinear Schrödinger equations and their solutions. J Aust Math Soc B25 Pt 1:16–43

    Google Scholar 

  13. Janssen PAEM (2003) Nonlinear four-wave interactions and freak waves. J Phys Oceanogr 33:863–884

    Article  MathSciNet  ADS  Google Scholar 

  14. Socquet-Juglard H, Dysthe K, Trulsen K, Krogstad HE, Liu J (2005) Probability distributions of surface gravity waves during spectral change. J Fluid Mech 542:195–216

    Article  MATH  ADS  MathSciNet  Google Scholar 

  15. Walker DAG, Taylor PH, Eatock Taylor R (2005) The shape of large surface waves on the open sea and the Draupner new year wave. Appl Ocean Res 26:73–83

    Article  Google Scholar 

  16. Janssen PAEM, Onorato M (2005) The shallow water limit of the Zakharov equation and consequences for (freak) wave prediction. Tech. Memorandum No. 464, European Centre for Medium-Range Weather Forecasts

  17. Skourup J, Hansen N-EO, Andreasen KK (1997) Non-Gaussian extreme waves in the central North Sea. Trans ASME 119:146–150

    Google Scholar 

  18. Ramamonjiarisoa A, Coantic M (1976) Loi experimentale de dispersion des vagues produites par le vent sur une faible longueur d’action. Cr hebd Séanc Acad Sci Paris B282:111–113

    Google Scholar 

  19. Chaplin JR (1996) On frequency-focusing unidirectional waves. Int J Offshore Polar Engng 6(2):131–137

    Google Scholar 

  20. Longuet-Higgins MS, Phillips OM (1962) Phase velocity effects in tertiary wave interactions. J Fluid Mech 12:333-336

    Article  MATH  ADS  MathSciNet  Google Scholar 

  21. Rice JA (1995) Mathematical statistics and data analysis 2nd edn. Wadsworth Publishing Co, Belmont CA

    MATH  Google Scholar 

  22. Banner ML, Peregrine DH (1993) Wave breaking in deep water. Annu Rev Fluid Mech 25:373–397

    Article  ADS  Google Scholar 

  23. Waseda T (2006) Nonlinear wave generation in a tank (in Japanese) KANRIN J. Japan Soc. Naval Architects and Ocean Engineers, vol. 4

  24. Sterndorff MJ, Gronbech J (2000) Short term probability distributions for extreme crest heights. Proc. 19th Int. Conf. on Offshore Mechanics and Arctic Engng. Trans ASME

  25. Forristall GZ (2000) Wave crest distributions: observations and second-order theory. J Phys Oceanogr 30:1931–1943

    Article  ADS  Google Scholar 

  26. Stansell P (2005) Distributions of extreme wave, crest and trough heights measured in the North Sea. Ocean Engng 32:1015–1036

    Article  Google Scholar 

  27. Ochi MK (1998) Ocean waves—the stochastic approach. Cambridge University Press

  28. Buckley WH (2005) Extreme waves for ship and offshore platform design: an overview. Proc. 3rd Int. Conf. on Design and Operation for Abnormal Conditions. R. Inst. Naval Architects, London (see www.rina.org.uk)

  29. Earle MD (1975) Extreme conditions during hurricane Camille. J Geophys Res 80(3):377–379

    Article  ADS  Google Scholar 

  30. Longuet-Higgins MS (1969) On wave breaking and the equilibrium spectrum of wind-generated waves. Proc R Soc London A310:151–159

    ADS  Google Scholar 

  31. Longuet-Higgins MS, Fox MJH (1977) Theory of the almost-highest wave: the inner solution. J Fluid Mech 80:721–741

    Article  MATH  ADS  MathSciNet  Google Scholar 

  32. Rainey RCT (2002) “Escape” of particle trajectories in linear irregular waves: a new explanation for wave breaking and model of breaking waves. In: Rainey RCT, Lee SF (eds) Proc. 17th Intl Workshop on Water Waves and Floating Bodies. R. Inst. Naval Architects, London, pp 155–158 (see www.rina.org.uk)

  33. Longuet-Higgins MS, Tanaka M (1997) On the crest instabilities of steep surface waves. J Fluid Mech 336:51–68

    Article  MATH  ADS  MathSciNet  Google Scholar 

  34. Longuet-Higgins MS, Dommermuth DG (1997) Crest instabilities of gravity waves. Part 3. Nonlinear development and breaking. J Fluid Mech 336:33–50

    Article  MATH  ADS  MathSciNet  Google Scholar 

  35. Longuet-Higgins MS (1981) On the overturning of gravity waves. Proc R Soc London A376:377–400

    ADS  MathSciNet  Google Scholar 

  36. Dold JW, Peregrine DH (1986) An efficient boundary-integral method for steep unsteady water waves. In: Morton KW, Baines MJ (eds) Numerical Methods for Fluid Dynamics II. Oxford University Press, pp 671–679

  37. Dold JW (1992) An efficient surface-integral algorithm applied to unsteady gravity waves. J Comp Phys 103(1):90–115

    Article  MATH  MathSciNet  ADS  Google Scholar 

  38. Longuet-Higgins MS, Cokelet ED (1976) The deformation of steep surface waves on water. I. A numerical method of computation. Proc R Soc London A358:1–26

    ADS  MathSciNet  Google Scholar 

  39. Longuet-Higgins MS, Stewart RW (1960) Changes in the form of short gravity waves on long waves and tidal currents. J Fluid Mech 8:565–583

    Article  MATH  ADS  MathSciNet  Google Scholar 

  40. Longuet-Higgins MS, Cleaver RP (1994) Crest instabilities of gravity waves. Part 1. The almost-highest wave. J Fluid Mech 258:115–119

    Article  MATH  ADS  MathSciNet  Google Scholar 

  41. Tuck EO (1965) The effect of nonlinearity at the free surface on flow past a submerged cylinder. J Fluid Mech 22:401–404

    Article  MATH  ADS  MathSciNet  Google Scholar 

  42. Wehausen JV (1973) The wave resistance of ships. Adv Appl Mech 13:93–245

    Article  Google Scholar 

  43. Lamb H (1932) Hydrodynamics, 6th edn. Cambridge University Press

  44. Biesel F (1952) Study of wave propagation in water of gradually varying depth. Gravity Waves, U.S. National Bureau of Standards, Washington, Circular no. 521, pp. 243–253

  45. Gerstner F (1802) Theorie der Wellen Abh. d. k. Böhm. Ges. d. Wiss. (1802) [Gilbert’s Annalen d. Physik, xxxii (1809)]

  46. Gjøsund SH, Moe G, Arntsenø A (2001) Kinematics in broad-banded irregular ocean waves by a Lagrangian formulation. Proc. 20th Int. Conf. on Offshore Mech. and Arctic Engng. Conf. pp 681–688. Trans. ASME

  47. Wheeler JD (1970) Method of calculating forces produced by irregular waves, Proc. Offshore Technology Conference (OTC, Houston) vol 1, pp 71–82

  48. Unna PJH (1941) “White horses”. Nature, London. 148:226–227

    ADS  Google Scholar 

  49. Phillips OM (1981) The dispersion of short wavelets in the presence of a dominant long wave. J Fluid Mech 107:465–485

    Article  MATH  ADS  Google Scholar 

  50. Longuet-Higgins MS (1987) The propagation of short surface waves on longer gravity waves. J Fluid Mech 177:293–306

    Article  MATH  ADS  MathSciNet  Google Scholar 

  51. Zhang J, Hong K, Yue DKP (1993) Effects of wavelength ratio on wave modelling. J Fluid Mech 248:107–127

    Article  MATH  ADS  Google Scholar 

  52. American Petroleum Institute (2000) Recommended Practice for Planning, Designing and Constructing Fixed Offshore Platforms (RP 2A-WSD) 21st edn.

  53. New AL, McIver P, Peregrine DH (1985) Computations of overturning waves. J Fluid Mech 150:233–251

    Article  MATH  ADS  Google Scholar 

  54. Rainey RCT (1989) A new equation for calculating wave loads on offshore structures. J Fluid Mech 204:295–324

    Article  ADS  Google Scholar 

  55. Rainey RCT (1995) Slender-body expressions for the wave load on offshore structures. Proc R Soc London A450:391–416

    ADS  Google Scholar 

  56. Rainey RCT (1989) Breaking wave loads on immersed members of offshore structures. HSE Rep. OTH 89 311 HSE Books, London

  57. Heideman JC, Weaver TO (1992) Static wave force procedure for platform design. Proc. 5th Int. Conf. on Civil Engineering in the Oceans. College Station, Texas. American Society of Civil Engineers

  58. Creamer DB, Henyey F, Schult R, Wright J (1989) Improved linear representation of ocean surface waves. J Fluid Mech 205:135–161

    Article  MATH  ADS  MathSciNet  Google Scholar 

  59. Longuet-Higgins MS (1973) On the form of the highest progressive and standing waves in deep water. Proc R Soc London A331:445-456

    ADS  Google Scholar 

  60. Rainey RCT, Longuet-Higgins MS (2006) A close one-term approximation to the highest Stokes wave on deep water. Ocean Engng 33:2012–2024

    Article  Google Scholar 

  61. Bebernes J, Eberly D (1989) Mathematical problems from combustion theory. Springer Verlag

  62. Sulem C, Sulem P-L (1999) The nonlinear schrodinger equations: self-focusing and wave collapse. Springer Verlag, New York

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to R. C. T. Rainey.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Rainey, R.C.T. Weak or strong nonlinearity: the vital issue. J Eng Math 58, 229–249 (2007). https://doi.org/10.1007/s10665-006-9126-2

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10665-006-9126-2

Keywords

Navigation