General Flow:
Predicting fluid flow field, turbulence, free surface, wave body interactions, etc. l Pressure, velocities, and vortex structure distribution and instability. l
Turbulence
features. l Fluid-body interaction, body forces, moments and 6DOF motions. l Waves and wave breaking. l Others. |
Validations & Applications
Case1: 2D Cavity Flow
Computation conditions l Laminar flow with Re=100 and Re=1000. l 30〜2〜30 hexahedral cells.
u velocity distribution (Re=100) w velocity distribution (Re=100) u velocity distribution (Re=1000) w velocity distribution (Re=1000) |
Case2: Turbulence Flow over a Flat Plane
Computation conditions l The streamwise length and height of domain is 1 and 0.5 respectively. l
Reynolds
number based on the benchmark of plane length is 1.03E+07. l 200〜2〜80 hexahedral cells.
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Case3: 2D Flow between Walls
Computation conditions l Hexahedral and prismatic elements. l Domain dimension: x: 0-0.5, z:0-0.2. l Laminar flow of Reynolds number is 100. Grid arrangement and pressure distribution Pressure and velocity distribution |
Case4: Flow around Submerged 5415 Ship (1)
Computation conditions l Reynolds number is 7.10E+06, first grid to wall: y+ <1. l Hexahedral elements with 615,000 nodes. l Non-dimensional time step: 0.01. Grid arrangement Typical convergence history of the non-linear Picard iterations Time history of total resistance along x direction
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Case5: Flow around a Spherical Ball
Computation conditions l Reynolds number is 1.0E+04 l
4
kinds of hybrid elements (Hexahedral, tetrahedral, prismatic, and pyramid)
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Case6: Flow around Submerged 5415 Ship (2)
Computation conditions l Reynolds number is 485, no turbulence model. l All are tetrahedral elements: coarse grid, no refinement grid for boundary layer.
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Case7: VIV
Case8: Free Surface Flow over a Submerged Bump
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Case9: Sloshing in a 2D Fixed Rectangular Tank
Computation conditions l Fr=1, Re=100. l 50〜2〜37 hexahedral cells in the domain of x(-1,1) and z(-1, 0.1). l Analytical solution : Wu et al. (2001). l Initial free surface profile (A=0.01, d=1). Grid arrangement Free surface elevation evolution in a tank for different time Wave amplitude evolution at the center of 2D tank |
Case10: Impulsive Wave Breaking
Computation conditions l Submerged smooth bump. |
Case11: Incoming Linear Regular Waves
Case12: Incoming Linear Irregular Waves
Computation conditions l Initial and inlet boundary conditions (SS7 environment). l Fr=0.5, Re=9.41E+06. l Grid arrangement: 81〜41〜64.
Movie
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Case13: Body Water Interaction in Shallow water
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