The forced Korteweg-de Vries equation is considered to investigate the impact of bottom configurations on the free surface waves in a two-dimensional channel flow. In the study of shallow water waves, the bottom topography plays a critical role, which can determine the characteristics of wave motions significantly. The interplay between solitary waves and the bottom topography can exhibit more interesting dynamics of the free surface waves when the bottom configuration is more complex. In the presence of two bumps, there are multiple trapped solitary wave solutions, which remain stable between two bumps up to a finite time when they evolve in time. In this work, various stationary trapped wave solutions of the forced KdV equation are explor...
The Korteweg-de Vries type of equation (called KdV-top) for uni-directional waves over a slowly vary...
Two-dimensional solitary waves generated by disturbances moving near the critical speed in shallow w...
The exact equations for surface waves over an uneven bottom can be formulated as a Hamiltonian syste...
The forced Korteweg-de Vries equation is considered to investigate the impact of bottom configuratio...
International audienceFree-surface flows past submerged obstacles in a channel are considered. The f...
The free-surface flow generated by multiple bumps at the bottom topography in a rectangular channel ...
Very steep solitary waves on the surface of a flow in a channel have been widely studied, in part du...
Two-dimensional solitary waves generated by disturbances moving near the critical speed in shallow w...
Abstract. Surface waves at the free surface of an incompressible fluid passing over an obstruction a...
The time independent surface waves on a two dimensional incompressible and inviscid fluid flow passi...
The time independent surface waves on a two dimensional incompressible and inviscid fluid flow passi...
Two-dimensional free-surface flow past disturbances in an open channel is a classical problem in hyd...
Water waves phenomenon with a forcing disturbance causing unsteady waves is considered as a complica...
This paper explores the basic mechanism underlying the remarkable phenomenon that a forcing excitat...
The Korteweg-de Vries type of equation (called KdV-top) for uni-directional waves over a slowly vary...
The Korteweg-de Vries type of equation (called KdV-top) for uni-directional waves over a slowly vary...
Two-dimensional solitary waves generated by disturbances moving near the critical speed in shallow w...
The exact equations for surface waves over an uneven bottom can be formulated as a Hamiltonian syste...
The forced Korteweg-de Vries equation is considered to investigate the impact of bottom configuratio...
International audienceFree-surface flows past submerged obstacles in a channel are considered. The f...
The free-surface flow generated by multiple bumps at the bottom topography in a rectangular channel ...
Very steep solitary waves on the surface of a flow in a channel have been widely studied, in part du...
Two-dimensional solitary waves generated by disturbances moving near the critical speed in shallow w...
Abstract. Surface waves at the free surface of an incompressible fluid passing over an obstruction a...
The time independent surface waves on a two dimensional incompressible and inviscid fluid flow passi...
The time independent surface waves on a two dimensional incompressible and inviscid fluid flow passi...
Two-dimensional free-surface flow past disturbances in an open channel is a classical problem in hyd...
Water waves phenomenon with a forcing disturbance causing unsteady waves is considered as a complica...
This paper explores the basic mechanism underlying the remarkable phenomenon that a forcing excitat...
The Korteweg-de Vries type of equation (called KdV-top) for uni-directional waves over a slowly vary...
The Korteweg-de Vries type of equation (called KdV-top) for uni-directional waves over a slowly vary...
Two-dimensional solitary waves generated by disturbances moving near the critical speed in shallow w...
The exact equations for surface waves over an uneven bottom can be formulated as a Hamiltonian syste...