summary:One of the commonly used models for river flow modelling is based on the Saint-Venant equations - the system of hyperbolic equations with spatially varying flux function and a source term. We introduce finite volume methods that solve this type of balance laws efficiently and satisfy some important properties at the same time. The properties like consistency, stability and convergence are necessary for the mathematically correct solution. However, the schemes should be also positive semidefinite and preserve steady states to obtain physically relevant solution of the flow problems. These schemes can also be modified to a high order version or for solving flow problems with a friction source term
One explicit and three implicit finite volume method schemes of the Roe type are presented in the pa...
The unsteady, one-dimensional Saint-Venant equations are solved by an implicit finit...
International audiencePractical engineering applications of open channel flow modelling involve geom...
summary:One of the commonly used models for river flow modelling is based on the Saint-Venant equati...
AbstractIn this paper, we consider a well-balanced semi-implicit one parameter family of schemes. Th...
The aim of this paper is to present a numerical scheme to simulate unsteady, one dimensional flows i...
Within the eld of hydraulics there is a growing trend towards the use of computer based models, whic...
In the work [4] the Saint-Venant's one-dimensional differential model and kinematic approximation de...
Summarization: Three implicit high-resolution total variation diminishing (TVD) schemes are presente...
AbstractA finite difference scheme based on flux difference splitting is presented for the solution ...
Summarization: The Saint Venant equations for modelling flow in open channels are solved in this pap...
In this paper, we learn about the control of open channel water glide under the flood routing condit...
A new approach to solve shallow water flow problems over highly irregular geometry both correctly' a...
summary:In this paper we propose a new numerical scheme to simulate the river flow in the presence o...
Simulating dynamic river networks at continental scales has been a long-term goal of the hydraulic a...
One explicit and three implicit finite volume method schemes of the Roe type are presented in the pa...
The unsteady, one-dimensional Saint-Venant equations are solved by an implicit finit...
International audiencePractical engineering applications of open channel flow modelling involve geom...
summary:One of the commonly used models for river flow modelling is based on the Saint-Venant equati...
AbstractIn this paper, we consider a well-balanced semi-implicit one parameter family of schemes. Th...
The aim of this paper is to present a numerical scheme to simulate unsteady, one dimensional flows i...
Within the eld of hydraulics there is a growing trend towards the use of computer based models, whic...
In the work [4] the Saint-Venant's one-dimensional differential model and kinematic approximation de...
Summarization: Three implicit high-resolution total variation diminishing (TVD) schemes are presente...
AbstractA finite difference scheme based on flux difference splitting is presented for the solution ...
Summarization: The Saint Venant equations for modelling flow in open channels are solved in this pap...
In this paper, we learn about the control of open channel water glide under the flood routing condit...
A new approach to solve shallow water flow problems over highly irregular geometry both correctly' a...
summary:In this paper we propose a new numerical scheme to simulate the river flow in the presence o...
Simulating dynamic river networks at continental scales has been a long-term goal of the hydraulic a...
One explicit and three implicit finite volume method schemes of the Roe type are presented in the pa...
The unsteady, one-dimensional Saint-Venant equations are solved by an implicit finit...
International audiencePractical engineering applications of open channel flow modelling involve geom...