In the paper, a fully 3D finite-volume numerical model is developed and employed for the prediction of wind-induced flows in a regular channel and in a square basin with a complex bathymetry. Numerical results are compared with laboratory experiments. Numerical tests are then performed to investigate whether simplifying assumptions about the pressure distribution and the turbulente stresses representation can be employed in the simulation of wind-driven flows. The hydrostatic pressure assumption, resulting in the use of "quasi-3D" models, proved to be reasonably acceptable in order to obtain the vertical profile of the streamwise velocity component away from the boundaries. The quasi-3D model employed, nevertheless, provided incorrect veloc...
Flooding occurs worldwide and causes huge loss to human life and property. There is an ever increasi...
A finite difference computational model has been enhanced and refined to simulate tide-induced circu...
In engineering practice, some of the hydraulic structures encountered are used for distribution or c...
In the paper, a fully 3D finite-volume numerical model is developed and employed for the prediction ...
Summarization: A circulation model is developed and used to study wind-induced currents. A new analy...
Results of various circulation scenarios for wind-induced currents both in rectangular basins of con...
Summarization: A three-dimensional model called VH13D is developed using the vertical/horizontal int...
In this study a finite element calculation procedure together with two-equation turbulent model k-#e...
This thesis contains the formulation, development and initial tests of a computer model for the pred...
AbstractSimulation of open channel flow or river flow presents unique challenge to numerical simulat...
A three-dimensional numerical model system was developed to predict circulation and water quality in...
Numerical experiments were conducted by means of the k- ε turbulent model to understand the three di...
A nonorthogonal, contravariant formulation, of a three dimensional boundary fitted circulation model...
The present work deals with the validation of 3D finite element model for free-surface flows. The mo...
NoFree surface flows of practical relevance in many engineering problems are almost always turbulent...
Flooding occurs worldwide and causes huge loss to human life and property. There is an ever increasi...
A finite difference computational model has been enhanced and refined to simulate tide-induced circu...
In engineering practice, some of the hydraulic structures encountered are used for distribution or c...
In the paper, a fully 3D finite-volume numerical model is developed and employed for the prediction ...
Summarization: A circulation model is developed and used to study wind-induced currents. A new analy...
Results of various circulation scenarios for wind-induced currents both in rectangular basins of con...
Summarization: A three-dimensional model called VH13D is developed using the vertical/horizontal int...
In this study a finite element calculation procedure together with two-equation turbulent model k-#e...
This thesis contains the formulation, development and initial tests of a computer model for the pred...
AbstractSimulation of open channel flow or river flow presents unique challenge to numerical simulat...
A three-dimensional numerical model system was developed to predict circulation and water quality in...
Numerical experiments were conducted by means of the k- ε turbulent model to understand the three di...
A nonorthogonal, contravariant formulation, of a three dimensional boundary fitted circulation model...
The present work deals with the validation of 3D finite element model for free-surface flows. The mo...
NoFree surface flows of practical relevance in many engineering problems are almost always turbulent...
Flooding occurs worldwide and causes huge loss to human life and property. There is an ever increasi...
A finite difference computational model has been enhanced and refined to simulate tide-induced circu...
In engineering practice, some of the hydraulic structures encountered are used for distribution or c...