In this text I will investigate steady single layer flow over an obstacle of which the height will be increased slowly to see what this does to the solutions and eigenvalues of the model. If the obstacle is not too high we will have completely subcritical flow. However, at a certain height the flow may become supercritical. First I will introduce the basic equations for this problem. These will be derived from the Navier-Stokes equations. Using some assumptions and simplifications we arrive at the equations for our specific problem. After that I will derive the analytical solution to the linearized equations and look at what this solution can learn us about the transition from sub- to supercritical flow. This means we will look at the eigen...
Flow over a backward facing step is examined by means of an expansion into the eigenfunctions of the...
Characteristics of the transition from supercritical to subcritical regime (hydraulic jump) in lami...
AbstractFast 2-D stratified flow over a hard obstacle is considered. The problem is reduced to a lin...
An analytical series solution method for three-dimensional, supercritical flow over topography is pr...
Simple momentum considerations are used to show how the increase in water levels due to obstacles in...
We consider free-surface flow over two localised obstacles using the framework of the forced Kortewe...
Two-layer stratified flows over abrupt topographic obstacles, simulating relevant situations in ocea...
It is well known that transcritical flow past an obstacle may generate undular bores propagating awa...
Transcritical flow over a localized obstacle generates upstream and downstream nonlinear wavetrains....
This paper describes the results qf an experimeqtJ study of stratified flow over two-dimensional obs...
The work proposes and discusses a theoretical approach to predict the behavior of an open-channel su...
Transcritical flow of a stratified fluid past a broad localised topographic obstacle is studied anal...
The nonlinear shallow-water equations are often used to model flow over topography. In this paper we...
In this article we study the asymptotic behavior of incompressible, ideal, time-dependent two dimens...
Transcritical flow of a stratified fluid over an obstacle is often modeled by the forced Korteweg-de...
Flow over a backward facing step is examined by means of an expansion into the eigenfunctions of the...
Characteristics of the transition from supercritical to subcritical regime (hydraulic jump) in lami...
AbstractFast 2-D stratified flow over a hard obstacle is considered. The problem is reduced to a lin...
An analytical series solution method for three-dimensional, supercritical flow over topography is pr...
Simple momentum considerations are used to show how the increase in water levels due to obstacles in...
We consider free-surface flow over two localised obstacles using the framework of the forced Kortewe...
Two-layer stratified flows over abrupt topographic obstacles, simulating relevant situations in ocea...
It is well known that transcritical flow past an obstacle may generate undular bores propagating awa...
Transcritical flow over a localized obstacle generates upstream and downstream nonlinear wavetrains....
This paper describes the results qf an experimeqtJ study of stratified flow over two-dimensional obs...
The work proposes and discusses a theoretical approach to predict the behavior of an open-channel su...
Transcritical flow of a stratified fluid past a broad localised topographic obstacle is studied anal...
The nonlinear shallow-water equations are often used to model flow over topography. In this paper we...
In this article we study the asymptotic behavior of incompressible, ideal, time-dependent two dimens...
Transcritical flow of a stratified fluid over an obstacle is often modeled by the forced Korteweg-de...
Flow over a backward facing step is examined by means of an expansion into the eigenfunctions of the...
Characteristics of the transition from supercritical to subcritical regime (hydraulic jump) in lami...
AbstractFast 2-D stratified flow over a hard obstacle is considered. The problem is reduced to a lin...