A method is proposed for the treatment of irregular bathymetry in one-dimensional finite volume computations of open-channel flow. The strategy adopted is based on a reformulation of the Saint-Venant equations. In contrast with the usual treatment of topography effects as source terms, the method accounts for slope and nonprismaticity by modifying the momentum flux. This makes it possible to precisely balance the hydrostatic pressure contributions associated with variations in valley geometry. The characteristic method is applied to the revised equations, yielding topographic corrections to the numerical fluxes of an upwind scheme. Further adaptations endow the scheme with an ability to capture transcritical sections and wetting fronts in c...
In this report, some classical and new simplifications in mathematical and numerical models for rive...
The reliable forecasting of water levels is a very important issue. The modelling approach for water...
AbstractA finite difference scheme based on flux difference splitting is presented for the solution ...
A method is proposed for the treatment of irregular bathymetry in one-dimensional finite volume comp...
summary:One of the commonly used models for river flow modelling is based on the Saint-Venant equati...
Starting from the classical conservative form of the shallow water equations, the source term of the...
This paper focuses on the numerical modeling of steady flows and proposes a comparison of three 1D f...
One explicit and three implicit finite volume method schemes of the Roe type are presented in the pa...
The finite-volume technique is used to solve the two-dimensional shallow-water equations on unstruct...
This study develops a new well-balanced scheme for the one-dimensional shallow water system over irr...
In this paper, we learn about the control of open channel water glide under the flood routing condit...
Simulating dynamic river networks at continental scales has been a long-term goal of the hydraulic a...
An improved finite volume algorithm is proposed for modeling the free surface flows. The effects of ...
A new approach to solve shallow water flow problems over highly irregular geometry both correctly' a...
Summarization: The Saint Venant equations for modelling flow in open channels are solved in this pap...
In this report, some classical and new simplifications in mathematical and numerical models for rive...
The reliable forecasting of water levels is a very important issue. The modelling approach for water...
AbstractA finite difference scheme based on flux difference splitting is presented for the solution ...
A method is proposed for the treatment of irregular bathymetry in one-dimensional finite volume comp...
summary:One of the commonly used models for river flow modelling is based on the Saint-Venant equati...
Starting from the classical conservative form of the shallow water equations, the source term of the...
This paper focuses on the numerical modeling of steady flows and proposes a comparison of three 1D f...
One explicit and three implicit finite volume method schemes of the Roe type are presented in the pa...
The finite-volume technique is used to solve the two-dimensional shallow-water equations on unstruct...
This study develops a new well-balanced scheme for the one-dimensional shallow water system over irr...
In this paper, we learn about the control of open channel water glide under the flood routing condit...
Simulating dynamic river networks at continental scales has been a long-term goal of the hydraulic a...
An improved finite volume algorithm is proposed for modeling the free surface flows. The effects of ...
A new approach to solve shallow water flow problems over highly irregular geometry both correctly' a...
Summarization: The Saint Venant equations for modelling flow in open channels are solved in this pap...
In this report, some classical and new simplifications in mathematical and numerical models for rive...
The reliable forecasting of water levels is a very important issue. The modelling approach for water...
AbstractA finite difference scheme based on flux difference splitting is presented for the solution ...