Skip to main content

Violent Motion as Near Breaking Waves Meet a Vertical Wall

  • Conference paper
Breaking Waves

Abstract

Very steep unsteady water waves are modelled by an accurate numerical computer program. Recent work is discussed with particular emphasis on waves that are nearly breaking as they approach a vertical wall. Extremely violent water motion is calculated in full detail, with water accelerations exceeding 1000 g, and transient pressures exceeding 30 times the hydrostatic pressure.

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

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 84.99
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 109.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  1. Arami, A. & Hattori (1989) Experimental study on shock wave pressures. Internal Report Civil Engng., Chuo Univ., 37–63.

    Google Scholar 

  2. Chan, E.S., Melville, V.K. (1988) Deep water plunging wave impact pressures on a plane vertical wall. Proc.Roy.Soc., A 417, 95–131.

    Article  ADS  Google Scholar 

  3. Cooker, M. & Peregrine, D.II. (1990a) Computations of violent motion due to waves breaking against a wall. Proc.22nd Internat.Conf. on Coastal Engng., Delft.

    Google Scholar 

  4. Cooker, M.J. & Peregrine, D.H. (1990b) A model for breaking wave impact pressures. rroe.22nd Internat.Conf. on Coastal Engng., Delft.

    Google Scholar 

  5. Cooker, M.J. & Peregrine, D.H. (1991) Wave impact pressures and their effect on bodies lying on the bed. MAST G6 Proj,.1 Workshop, Hannover.

    Google Scholar 

  6. Cooker, M. & Peregrine, D.H., Vidal, C., Dold, J.W. (1990) The interaction between a solitary wave and a submerged semi-circular cylinder. J.Fluid.Mech. 125, 1–22.

    Article  MathSciNet  ADS  Google Scholar 

  7. Dold, J.W. & Peregrine, D.H. (1986a) An efficient boundary-integral method for steep unsteady water waves. In “Numerical Methods for Fluid Dynamics II” (Eds. Dold, J.W. k Peregrine, D.II ). 671 - 679 Oxford U.P.

    Google Scholar 

  8. Longuet-Higgins, M.S. & Cokelet, E.D. (1976) The deformation of steep surface waves on water. I A numerical methoa of computation. Proc.Roy.Soc.Lond. A 350, 1–26.

    Google Scholar 

  9. New, A.L., Mclver, P. & Peregrine, D.H. (1985) Computations of overturning waves. J.Fluid Mech. 150? 233–251.

    Google Scholar 

  10. Passoni, G., Cooker, M.J. & Peregrine, D.H. (1990) Comparisons between theory and experiment of water-wave impact on a vertical wall. Internal Report, Mathematics, Univ. of Bristol, AM-90–19, 21 pp.

    Google Scholar 

  11. Tanaka, M., Dold, J.W., Lewy, M. & Peregrine, D.H. (1987) Instability and breaking of a solitary wave. J.Fluid Mech. 1£5, 235–248.

    Article  ADS  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 1992 Springer-Verlag Berlin Heidelberg

About this paper

Cite this paper

Cooker, M.J., Peregrine, D.H. (1992). Violent Motion as Near Breaking Waves Meet a Vertical Wall. In: Banner, M.L., Grimshaw, R.H.J. (eds) Breaking Waves. International Union of Theoretical and Applied Mechanics. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-84847-6_32

Download citation

  • DOI: https://doi.org/10.1007/978-3-642-84847-6_32

  • Publisher Name: Springer, Berlin, Heidelberg

  • Print ISBN: 978-3-642-84849-0

  • Online ISBN: 978-3-642-84847-6

  • eBook Packages: Springer Book Archive

Publish with us

Policies and ethics