The paper is devoted to the 2D hydrodynamical modeling and numerical approximation of an estuarian river flow. A new 2D horizontal model is derived and analyzed as a conforming approximation of the 3D time-discretized problem. It provides the three-dimensional velocity field as well as the pressure, which remains an unknown of the problem. Thanks to the framework of weak formulations, we avoid any closure problem usually encountered in the shallow water system and we can next employ finite elements for the approximation of the 2D model. The discrete problem is shown to be well-posed and finally, numerical tests are presented. The developed code is validated by means of comparisons with the classical shallow water model as well as with measu...
summary:In this paper we propose a new numerical scheme to simulate the river flow in the presence o...
summary:In this paper we propose a new numerical scheme to simulate the river flow in the presence o...
Flood control problems as well as problems connected with wastewater discharge into rivers are issue...
We propose here a new approach for deriving 2D and 1D hydrodynamical models, within the framework of...
In this work, we are interested by the hydrodynamical multidimensional modeling and simulation of es...
A nonlinear implicit finite element model for the solution of two-dimensional (2-D) shallow water eq...
On s'intéresse dans cette thèse à la modélisation et à la simulation multidimensionnelle de l'hydrod...
Results obtained by analysis of three different approaches to numerical modelling of open watercours...
A three-dimensional primitive equation model and its application to a tidal estuary is described. Th...
Results obtained by analysis of three different approaches to numerical modelling of open watercours...
AbstractThis is a two-dimensional, finite difference, vertically averaged hydrodynamic model for sha...
We present a lateral coupling method between one-dimensional (1D) and two-dimensional (2D) shallow-w...
Datos experimentais dispoñibles en: http://doi.org/10.5281/zenodo.5062775[Abstract] 2D models based ...
A three-dimensional primitive equation model and its application to a tidal estuary is described. Th...
SIGLECNRS T 57932 / INIST-CNRS - Institut de l'Information Scientifique et TechniqueFRFranc
summary:In this paper we propose a new numerical scheme to simulate the river flow in the presence o...
summary:In this paper we propose a new numerical scheme to simulate the river flow in the presence o...
Flood control problems as well as problems connected with wastewater discharge into rivers are issue...
We propose here a new approach for deriving 2D and 1D hydrodynamical models, within the framework of...
In this work, we are interested by the hydrodynamical multidimensional modeling and simulation of es...
A nonlinear implicit finite element model for the solution of two-dimensional (2-D) shallow water eq...
On s'intéresse dans cette thèse à la modélisation et à la simulation multidimensionnelle de l'hydrod...
Results obtained by analysis of three different approaches to numerical modelling of open watercours...
A three-dimensional primitive equation model and its application to a tidal estuary is described. Th...
Results obtained by analysis of three different approaches to numerical modelling of open watercours...
AbstractThis is a two-dimensional, finite difference, vertically averaged hydrodynamic model for sha...
We present a lateral coupling method between one-dimensional (1D) and two-dimensional (2D) shallow-w...
Datos experimentais dispoñibles en: http://doi.org/10.5281/zenodo.5062775[Abstract] 2D models based ...
A three-dimensional primitive equation model and its application to a tidal estuary is described. Th...
SIGLECNRS T 57932 / INIST-CNRS - Institut de l'Information Scientifique et TechniqueFRFranc
summary:In this paper we propose a new numerical scheme to simulate the river flow in the presence o...
summary:In this paper we propose a new numerical scheme to simulate the river flow in the presence o...
Flood control problems as well as problems connected with wastewater discharge into rivers are issue...