In this paper a 3D model (FSUM) on tidal flows with sediment transport and bed morphology process taking into account the temperature-salinity exchange in estuaries and coastal zones is introduced in more detail. The implicit finite difference method based on semi-Lagrange splitting is used. The software is coded with FORTRAN 90/95. The open boundary condition kinds together source/sink terms are well treated so that it can be applied to every computing domain with the complicated geometry. The software is validated and applied for many different cases and shows the ability of application in practice
International audienceEquivalent boundary Conditions have become a classic notion in the mathematica...
Flow properties and tractive force on a river bank Slope due to flooding are discussed both for Smoo...
In this thesis, we study hydrodynamic oscillations in porous bodies (unsaturated or partially satura...
Mixed nite element approximation of reaction front propagation model in porous media is presented. T...
The methods employed by Martin [1971] and Chandna et al. [1982] to steady plane flows have been app...
Recently an interesting advancement in the study of nonmigrating tides has occurred. There have been...
The idea of stochastic sediment transport models emerged in the 1930s, notably with the doctoral wor...
Presentation at the APS 76th Annual Meeting of the Division of Fluid Dynamics (DFD23)We present an o...
The aim of this work is to study a mathematical model, based on the pseudo-concentration func...
The main concern throughout this thesis is the development of a numerical sediment transport model f...
Lakes and other confined water bodies are not exposed to tides, and their wind forcing is usually mu...
AbstractThe purpose of this paper is to build sequences of suitably smooth approximate solutions to ...
A model to predict the distribution of water quality parameters in three dimensions was developed. T...
International audienceEquivalent boundary Conditions have become a classic notion in the mathematica...
The goal of this document is describe the multiphase transfer processes describing the bubble dynami...
International audienceEquivalent boundary Conditions have become a classic notion in the mathematica...
Flow properties and tractive force on a river bank Slope due to flooding are discussed both for Smoo...
In this thesis, we study hydrodynamic oscillations in porous bodies (unsaturated or partially satura...
Mixed nite element approximation of reaction front propagation model in porous media is presented. T...
The methods employed by Martin [1971] and Chandna et al. [1982] to steady plane flows have been app...
Recently an interesting advancement in the study of nonmigrating tides has occurred. There have been...
The idea of stochastic sediment transport models emerged in the 1930s, notably with the doctoral wor...
Presentation at the APS 76th Annual Meeting of the Division of Fluid Dynamics (DFD23)We present an o...
The aim of this work is to study a mathematical model, based on the pseudo-concentration func...
The main concern throughout this thesis is the development of a numerical sediment transport model f...
Lakes and other confined water bodies are not exposed to tides, and their wind forcing is usually mu...
AbstractThe purpose of this paper is to build sequences of suitably smooth approximate solutions to ...
A model to predict the distribution of water quality parameters in three dimensions was developed. T...
International audienceEquivalent boundary Conditions have become a classic notion in the mathematica...
The goal of this document is describe the multiphase transfer processes describing the bubble dynami...
International audienceEquivalent boundary Conditions have become a classic notion in the mathematica...
Flow properties and tractive force on a river bank Slope due to flooding are discussed both for Smoo...
In this thesis, we study hydrodynamic oscillations in porous bodies (unsaturated or partially satura...