The simulation of fluid flows is of importance to many fields of application, especially in industry and infrastructure. The modelling equations applied describe a coupled system of non-linear, hyperbolic partial differential equations given by one-dimensional shallow water equations that enable the consistent implementation of free surface flows in open channels as well as pressurised flows in closed pipes. The numerical realisation of these equations is complicated and challenging to date due to their characteristic properties that are able to cause discontinuous solutions
The transient flow in pipe networks is represented by a pair of quasi-linear hyperbolic partial diff...
We study stationary flow in open discharge channels. A model is derived from basic principles, which...
A numerical solution algorithm based on finite volume method is developed for unsteady, two-dimensio...
The simulation of fluid flows is of importance to many fields of application, especially in industry...
There is growing interest in developing mathematical models and appropriate numerical methods for pr...
his paper presents the development and validation of a simplified dynamic model of a Venturi channel...
The paper concerns mathematical modelling of free surface open channel water flow. In order to simul...
summary:We present the full derivation of a one-dimensional free surface pipe or open channel flow m...
Many problems of river management and civil protection consist of the evaluation of the maximum wate...
International audienceWe present the derivation of a new unidirectional model for We present the der...
To simulate surface water flows many numerical methods have been applied to the shallow water equati...
summary:One of the commonly used models for river flow modelling is based on the Saint-Venant equati...
A numerical model for the one-dimensional simulation of non-stationary free surface and pressurized ...
The paper deals with the numerical simulation of river channel flows at laboratory scale. The adopte...
Topic of the paper is the simulation of fluid outflow from a channel with complex geometry. Subject ...
The transient flow in pipe networks is represented by a pair of quasi-linear hyperbolic partial diff...
We study stationary flow in open discharge channels. A model is derived from basic principles, which...
A numerical solution algorithm based on finite volume method is developed for unsteady, two-dimensio...
The simulation of fluid flows is of importance to many fields of application, especially in industry...
There is growing interest in developing mathematical models and appropriate numerical methods for pr...
his paper presents the development and validation of a simplified dynamic model of a Venturi channel...
The paper concerns mathematical modelling of free surface open channel water flow. In order to simul...
summary:We present the full derivation of a one-dimensional free surface pipe or open channel flow m...
Many problems of river management and civil protection consist of the evaluation of the maximum wate...
International audienceWe present the derivation of a new unidirectional model for We present the der...
To simulate surface water flows many numerical methods have been applied to the shallow water equati...
summary:One of the commonly used models for river flow modelling is based on the Saint-Venant equati...
A numerical model for the one-dimensional simulation of non-stationary free surface and pressurized ...
The paper deals with the numerical simulation of river channel flows at laboratory scale. The adopte...
Topic of the paper is the simulation of fluid outflow from a channel with complex geometry. Subject ...
The transient flow in pipe networks is represented by a pair of quasi-linear hyperbolic partial diff...
We study stationary flow in open discharge channels. A model is derived from basic principles, which...
A numerical solution algorithm based on finite volume method is developed for unsteady, two-dimensio...
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