... excitation equation viscosity i-th particle experiment calculation pressure field interface multiphase flow experimental result denote particle engineering reservoir simulation sph model chen wave elevation A multi-phase WCSPH for 2D sloshing phenomenon under the forced rolling excitation...

... (e.g. Antoci et al., 2007; Oger et al., 2010) provide higher levels of computational flexibility as well as potentially more consistent imposition of fluid-structure interface boundary conditions. With respect to superiorities of semi-implicit projection-based particle methods, e.g. Moving Particle...

... interaction kinematic pressure variation pressure difference vorticity numerical simulation upper layer plane obstacle cylinder spatiotemporal variation interface Numerical tudy on the 3D nteraction between an nternal olitary ave and ertical ylinder Chih-Min Hsieh 1 Ming-Hung Cheng 2...

... Abstract Numerical simulation is done for the investigation of the free surface effect on the cavity shape of a hydrofoil in shallow water. The air- vapor-water three phases flow around the hydrofoil is resolved using the scale adaptive simulation (SAS) method. The two interfaces, i.e. the air...

... as the interface of multi-phase flow with air and water, and a volume-of-fluid (VOF) approach is applied to trace free surface. Among many variations of VOF-type method, the tangent of hyperbola for interface capturing (THINC) and compressive interface capturing scheme for arbitrary meshes (CICSAM) techniques...

... ABSTRACT: The dynamic response of the generated internal wave as surface water propagating over a submarine trench is investigated in a wave flume. The image processing technique is used to observe the response of density-stratified interface. Two typical distinct phenomena of internal waves...

... interface between water and air, the volume-offluid (VOF) method is adopted. Several case studies have been conducted to verify the model accuracy. The verified model is then used to study the 3-D fluid sloshing in a container with 6 D.O.F. of motion. INTRODUCTION Fluid sloshing phenomenon is of great...

... transfer as well as the complete stress path at the pile-soil interface. It is able to do this by assuming as input a constitutive model for the pile-soil interface that permits coupling between the shear and normal modes of deformation. The use of the technique is illustrated for a driven and grouted pile...