A numerical method for random two‐way propagation in the Helmholtz equation

1994 ◽  
Vol 96 (5) ◽  
pp. 3343-3343
Author(s):  
Roger M. Oba
2008 ◽  
Vol 33 (18) ◽  
pp. 2101 ◽  
Author(s):  
Oleg V. Belai ◽  
Leonid L. Frumin ◽  
Evgeny V. Podivilov ◽  
David A. Shapiro

1976 ◽  
Vol 1 (15) ◽  
pp. 203 ◽  
Author(s):  
F. Raichlen ◽  
E. Naheer

A numerical method is presented to treat the wave-induced oscillations of a harbor with a variable depth and width. A two-dimensional finite difference approach is used inside the harbor matched at the entrance to a solution for the open-sea based on the Helmholtz Equation which includes incident, reflected, and radiated wave energy. Examples of the response and the modal shapes of the water surface are presented for harbors with simple and complex shapes.


Sign in / Sign up

Export Citation Format

Share Document