The main objective of this work is to analyse the two different turbulence methodologies, LES and RANS, using three numerical OpenFOAM simulations based on the Finite Volume Method. Also, the non-hydrostatic effects produced by the highly curved surface are analysed. In order to assess the 3D model, two dam-break experiments are used to calibrate (Kleefsman et al., 2005) and validate (Fraccarollo and Toro, 1995) the model, respectively. LES methodology is simulated using Smagorinsky submodel while in RANS the RNG kepsilon is used. To simulate the water surface, the Volume of Fluid and the interFoam solver are used. A computer with 32 GB of RAM memory and Intel Core i7-6700k processor is used to simulate the experiments. The computational ti...
AbstractThe numerical simulation of free-surface flows is a vast topic, with applications to various...
In this paper, three-dimensional numerical analysis of dam-break flow pattern in a laboratory-scale ...
Dam-break represents a potential flood hazard for population at downstream due to the sudden release...
In this study, multiphase flood waves caused by failure of silted-up dams have been scrutinized expe...
In this study, multiphase flood waves caused by failure of silted-up dams have been scrutinized expe...
In this study, multiphase flood waves caused by failure of silted-up dams have been scrutinized expe...
[EN] In this paper, three-dimensional numerical analysis of dam-break flow pattern in a laboratory-s...
The phenomenon of the flow impact on a vertical wall resulting from a dam problem is simulated by us...
Laboratory data obtained from model studies of an existing dam under three different failure scenari...
Laboratory data obtained from model studies of an existing dam under three dierent failure scenarios...
A comparative performance analysis of the CFD platforms OpenFOAM and FLOW-3D is presented, focusing ...
The objective of this study was to evaluate the applicability of a flow model with different numbers...
A three-dimensional (3D) numerical study is undertaken to investigate dam-break flows over 3D struct...
Experimental and numerical results relating to dam-break flows are compared. Dam-break waves were ge...
The work presented in the dissertation consists of numerical studies of dam break flows. Numerical s...
AbstractThe numerical simulation of free-surface flows is a vast topic, with applications to various...
In this paper, three-dimensional numerical analysis of dam-break flow pattern in a laboratory-scale ...
Dam-break represents a potential flood hazard for population at downstream due to the sudden release...
In this study, multiphase flood waves caused by failure of silted-up dams have been scrutinized expe...
In this study, multiphase flood waves caused by failure of silted-up dams have been scrutinized expe...
In this study, multiphase flood waves caused by failure of silted-up dams have been scrutinized expe...
[EN] In this paper, three-dimensional numerical analysis of dam-break flow pattern in a laboratory-s...
The phenomenon of the flow impact on a vertical wall resulting from a dam problem is simulated by us...
Laboratory data obtained from model studies of an existing dam under three different failure scenari...
Laboratory data obtained from model studies of an existing dam under three dierent failure scenarios...
A comparative performance analysis of the CFD platforms OpenFOAM and FLOW-3D is presented, focusing ...
The objective of this study was to evaluate the applicability of a flow model with different numbers...
A three-dimensional (3D) numerical study is undertaken to investigate dam-break flows over 3D struct...
Experimental and numerical results relating to dam-break flows are compared. Dam-break waves were ge...
The work presented in the dissertation consists of numerical studies of dam break flows. Numerical s...
AbstractThe numerical simulation of free-surface flows is a vast topic, with applications to various...
In this paper, three-dimensional numerical analysis of dam-break flow pattern in a laboratory-scale ...
Dam-break represents a potential flood hazard for population at downstream due to the sudden release...