z-logo
open-access-imgOpen Access
SOLITARY WAVES PASSING OVER SUBMERGED BREAKWATERS
Author(s) -
Mark J. Cooker,
Howell Peregrine
Publication year - 1988
Publication title -
proceedings of conference on coastal engineering/proceedings of ... conference on coastal engineering
Language(s) - English
Resource type - Journals
eISSN - 2156-1028
pISSN - 0589-087X
DOI - 10.9753/icce.v21.45
Subject(s) - breakwater , conservative vector field , inviscid flow , fluid motion , potential flow , compressibility , free surface , mechanics , velocity potential , computation , motion (physics) , boundary (topology) , laplace transform , boundary value problem , geology , classical mechanics , mathematical analysis , physics , mathematics , geotechnical engineering , algorithm
A method is described for the computation of the two-dimensional unsteady motion of a solitary wave passing over submerged breakwaters. Far from the breakwater the fluid is assumed static and the sea bed is level. The fluid motion is assumed to be irrotational, incompressible and inviscid. The exact boundary conditions at the free surface and the impermeable bed are satisfied. Laplace's equation for the velocity potential is solved using a boundary integral method. Numerical results are reported which show the variety of ways in which solitary waves are distorted when they encounter submerged breakwaters.

The content you want is available to Zendy users.

Already have an account? Click here to sign in.
Having issues? You can contact us here