In this work we propose a 2D model for open channel flows. By using the Reynolds equations with a suitable modified mixing length closure model, we derive a mathematical formulation. A factorized explicit numerical scheme was used to find numerical solutions. In order to validate the model several tests were performed. These tests can be divided into three groups. In the first one, analytical solution of the model was derived for uniform motion and compared to the experimental log-law. In the second one, comparisons were performed with results obtained with the shallow water approximation. In the third group comparisons were made between experimental and numerical results in the case of unsteady motion. All these tests confirm the global va...
The simulation of fluid flows is of importance to many fields of application, especially in industry...
A two-dimensional (vertical) flow model is developed to simulate open channel flow. The governing eq...
A two-dimensional numerical model which employs the depth-averaged forms of continuity and momentum ...
In this work we propose a 2D model for open channel flows. By using the Reynolds equations with a su...
The paper concerns mathematical modelling of free surface open channel water flow. In order to simul...
In this study, the flow that interacts with the trapezoidal head structure, which constitutes the na...
We report the development of a new analytical model similar to the Reynolds-averaged Navier-Stokes e...
A three‐dimensional hydrodynamic model is applied to flows in open channels. The model incorporates ...
Mathematical model for dredging (excavating) an open channel, namely, a river has been developed usi...
his paper presents the development and validation of a simplified dynamic model of a Venturi channel...
Abstract – A complete second-order closure model of turbulence has been used to predict the behaviou...
We study stationary flow in open discharge channels. A model is derived from basic principles, which...
A numerical model is expected to become the primary tool in predicting the flow depth of any flood e...
On the basis of systematic analyses of the relation among the width-depth ratios, the locations of m...
The present paper is aimed at testing a new model (Sole and Zuccaro [lo]), which simulates open chan...
The simulation of fluid flows is of importance to many fields of application, especially in industry...
A two-dimensional (vertical) flow model is developed to simulate open channel flow. The governing eq...
A two-dimensional numerical model which employs the depth-averaged forms of continuity and momentum ...
In this work we propose a 2D model for open channel flows. By using the Reynolds equations with a su...
The paper concerns mathematical modelling of free surface open channel water flow. In order to simul...
In this study, the flow that interacts with the trapezoidal head structure, which constitutes the na...
We report the development of a new analytical model similar to the Reynolds-averaged Navier-Stokes e...
A three‐dimensional hydrodynamic model is applied to flows in open channels. The model incorporates ...
Mathematical model for dredging (excavating) an open channel, namely, a river has been developed usi...
his paper presents the development and validation of a simplified dynamic model of a Venturi channel...
Abstract – A complete second-order closure model of turbulence has been used to predict the behaviou...
We study stationary flow in open discharge channels. A model is derived from basic principles, which...
A numerical model is expected to become the primary tool in predicting the flow depth of any flood e...
On the basis of systematic analyses of the relation among the width-depth ratios, the locations of m...
The present paper is aimed at testing a new model (Sole and Zuccaro [lo]), which simulates open chan...
The simulation of fluid flows is of importance to many fields of application, especially in industry...
A two-dimensional (vertical) flow model is developed to simulate open channel flow. The governing eq...
A two-dimensional numerical model which employs the depth-averaged forms of continuity and momentum ...