Abstract
Recently, the boundary element method has been developed and applied to many engineering problems. The problems on the free surface profiles due to wave action (Nakayama et al1; Mizumura2) or running water (Mizumura3; Mizumura4) become easier through the merit of the boundaryelement method. The difficulty in solving these problems exists in the nonlinearity of the dynamic boundary condition (Bernoulli equation). The nonlinearity appears remarkably in the case of the shallow water. Herein, the boundary element method is applied to analyze the wave transformation over simple coastal structures and the iteration procedure is employed to deal with the nonlinear dynamic boundary condition. The problems on the transformation of a solitary wave over a uniform slope are numerically solved by using different methods (Hauguel5; Madsen6). The linear wave transformation over a semi-circular cylinder (Bird7) and a rectangular obstacle are calculated by different methods (Mei et al8). The problems on the wave interactions with submarine trenches are also analytically computed (Lee et al9, 10) for the linearized case.
This is a preview of subscription content, log in via an institution.
Buying options
Tax calculation will be finalised at checkout
Purchases are for personal use only
Learn about institutional subscriptionsPreview
Unable to display preview. Download preview PDF.
References
Nakayama T. and Washizu K. (1981). The Boundary Element Method Applied to the Analysis of Two-dimensional Nonlinear Sloshing Problems, Int. Jour. Num.Meth.Engrg., 17, pp.1631–1646.
Mizumura K. (1985), Nonlinear Water Waves Developed by an Accelerated Circular Cylinder, Boundary Elements V11, pp. 9.49–59.
Mizumura K. (1983), Free-Surface Flow over a Channel with Rectangular Obstruction, Boundary Elements V, pp.301–309.
Mizumura K. (1985), Nonlinear Water Waves over Wavy Bed, Boundary Elements V11, pp.5.61–5.70.
Hauguel A. (1980), A Numerical Model of Storm Waves in Shallow Water, 17th Int.Coastal Engrg.conf., Vol.1, pp.746–762.
Madsen O.S. and Mei C.C. (1969), The Transformation of a Solitary Wave over an Even Bottom, Jour. of Fluid Mech., Vol.39, pp.781–791.
Bird H.W. and Shepherd R. (1982), Wave Interaction with Large Submerged Structures, Jour. of WW Div., ASCE, Vol.108, No.WW2, pp.146–162.
Mei C.C. and Black J.L. (1969), Scattering of Surface Waves by Rectangular Obstacles in Waves of Finite Depth, Jour. of Fluid Mech., Vol.38, pp.499–511.
Lee J.J., Ayer R.M. and Chiang W.L. (1980), Interactions of Waves with Submarine Trenches, 17th Int.Coastal Engrg.Conf., Vol.1, pp.812–822.
Lee J.J. and Ayer R.M. (1981), Wave Propagation over a Rectangular Trench, Jour. of Fluid Mech., Vol.110, pp.335–347.
Liu P.L.-F. and Liggett J.A. (1982). Applications of boundary element methods to problems of water waves. In: Developments in Boundary Element Methods-2, Applied Science Publishers Ltd, London, pp.37–67.
Liu P.L.-F. and Liggett J.A. (1983). Boundary element formulations and solutions for some nonlinear water wave problems. In: Developments in Boundary Element Methods-3, Applied Science Publishers Ltd, London, pp.171–190.
Nakayama T. (1983), Boundary Element Analysis of Nonlinear Water Wave Problems, Int.Jour.Num.Meth.Engrg., 19, pp.953–970.
Longuet-Higgins F.R.S. and Cokelet E.D. (1976), The Deformation of Steep Surface Waves on Water, A Numerical Method of Computation, Proc.R.Soc.Lond. A350, pp.1–26.
Author information
Authors and Affiliations
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 1986 Springer-Verlag Berlin Heidelberg
About this paper
Cite this paper
Mizumura, K. (1986). Nonlinear Wave Transformation. In: Tanaka, M., Brebbia, C.A. (eds) Boundary Elements VIII. Boundary Elements, vol 8. Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-662-22335-2_3
Download citation
DOI: https://doi.org/10.1007/978-3-662-22335-2_3
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-662-22337-6
Online ISBN: 978-3-662-22335-2
eBook Packages: Springer Book Archive