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A meshless method for numerical simulation of depth‐averaged turbulence flows using a k‐ϵ model
Authors:Driss Ouazar  Mohammed Seaid  Ahmed Taik
Affiliation:1. Department of Genie Civil, LASH EMI, Mohammed V University Rabat, Morocco;2. School of Engineering and Computing Sciences, University of Durham, Durham, UK
Abstract:A three‐dimensional numerical model is developed to analyze free surface flows and water impact problems. The flow of an incompressible viscous fluid is solved using the unsteady Navier–Stokes equations. Pseudo‐time derivatives are introduced into the equations to improve computational efficiency. The interface between the two phases is tracked using a volume‐of‐fluid interface tracking algorithm developed in a generalized curvilinear coordinate system. The accuracy of the volume‐of‐fluid method is first evaluated by the multiple numerical benchmark tests, including two‐dimensional and three‐dimensional deformation cases on curvilinear grids. The performance and capability of the numerical model for water impact problems are demonstrated by simulations of water entries of the free‐falling hemisphere and cone, based on comparisons of water impact loadings, velocities, and penetrations of the body with experimental data. For further validation, computations of the dam‐break flows are presented, based on an analysis of the wave front propagation, water level, and the dynamic pressure impact of the waves on the downstream walls, on a specific container, and on a tall structure. Extensive comparisons between the obtained solutions, the experimental data, and the results of other numerical simulations in the literature are presented and show a good agreement. Copyright © 2015 John Wiley & Sons, Ltd.
Keywords:shallow water equations  turbulence model  depth‐averaged k‐ϵ   model  meshless method  radial basis functions  tidal flows
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