A novel three-dimensional model for a free-surface without the conventional hydrostatic pressure assumption has been applied to simulate the curved channel flows. Using the unstructured grid the finite element solver adopts the so-called Raviart-Thomas finite element in the horizontal plane and the conventional linear galerkin finite element in the vertical direction. The fixed strata system is used in the vertical plane and this procedure allows accurate grid resolution at the bed and the free-surface. A time-marching scheme is achieved by using the fractional three-step semi-implicit method while the characteristic method is used for the computation of convective terms. A new algorithm is used for the κ - ε turbulence solver, and the rela...
NoFree surface flows of practical relevance in many engineering problems are almost always turbulent...
An algorithm for solution of three-dimensional Navier-Stokes equations for incompressible free surfa...
Three-dimensional (3D) hydrostatic-pressure-assumption numerical models are widely used for environm...
A novel three-dimensional model for a free-surface without the conventional hydrostatic pressure ass...
The present work deals with the validation of 3D finite element model for free-surface flows. The mo...
The commonly numerical models with the conventional hydrostatic pressure and the standard isotropic ...
The flow field of many practical open channel flow problems, e.g. flow over natural bed forms or hyd...
A 3D non-isotropic algebraic stress/flux turbulence model is employed to simulate turbulent buoyant ...
In engineering practice, some of the hydraulic structures encountered are used for distribution or c...
AbstractA numerical model has been developed that employs the penalty function finite element techni...
A new three-dimensional finite-element model for the incompressible Navier-Stokes equations is devel...
AbstractSimulation of open channel flow or river flow presents unique challenge to numerical simulat...
In this study a finite element calculation procedure together with two-equation turbulent model k-#e...
The flow of water through a river bend can be characterized as a turbulent open-channel flow that is...
A three‐dimensional hydrodynamic model is applied to flows in open channels. The model incorporates ...
NoFree surface flows of practical relevance in many engineering problems are almost always turbulent...
An algorithm for solution of three-dimensional Navier-Stokes equations for incompressible free surfa...
Three-dimensional (3D) hydrostatic-pressure-assumption numerical models are widely used for environm...
A novel three-dimensional model for a free-surface without the conventional hydrostatic pressure ass...
The present work deals with the validation of 3D finite element model for free-surface flows. The mo...
The commonly numerical models with the conventional hydrostatic pressure and the standard isotropic ...
The flow field of many practical open channel flow problems, e.g. flow over natural bed forms or hyd...
A 3D non-isotropic algebraic stress/flux turbulence model is employed to simulate turbulent buoyant ...
In engineering practice, some of the hydraulic structures encountered are used for distribution or c...
AbstractA numerical model has been developed that employs the penalty function finite element techni...
A new three-dimensional finite-element model for the incompressible Navier-Stokes equations is devel...
AbstractSimulation of open channel flow or river flow presents unique challenge to numerical simulat...
In this study a finite element calculation procedure together with two-equation turbulent model k-#e...
The flow of water through a river bend can be characterized as a turbulent open-channel flow that is...
A three‐dimensional hydrodynamic model is applied to flows in open channels. The model incorporates ...
NoFree surface flows of practical relevance in many engineering problems are almost always turbulent...
An algorithm for solution of three-dimensional Navier-Stokes equations for incompressible free surfa...
Three-dimensional (3D) hydrostatic-pressure-assumption numerical models are widely used for environm...