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.

                              
         Grid arrangement                                          Velocity distribution (Re=100)                                               Velocity distribution (Re=1000)

             

    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.

 

                               
                  Grid arrangement                                          Pressure                                                              W velocity

                                                      
  Comparisons of the profiles of u+ vs y+ between CFD (K-Omega/K-Epsilon model) and EFD results (Wieghardt¨s results) in different sections along streamwise direction

 

   

       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

                                                     
                                                                  Comparison of vortex structures (Q=30, colored by u) 


                                                          
                                                        
                                      Comparison of pressure distribution at the symmetry plane between current unstructured grid code and CFDSHIP-Iowa

 

       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)
               

                              

       
                                             Grid arrangement                                  Pressure on boundaries (near the section of y=0)              Pressure  and velocity (section of z=0)

 

       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.


                        

                                 
                                        Grid arrangement                                                                              Pressure and velocity distribution

 

                                     

                                                                           
         
                                                                                    Pressure and velocity in y sections                                       

 

       Case7:  VIV 

Motion

 

 

 

 

       Case8:  Free Surface Flow over a Submerged Bump  

 

 

 

 

 

       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.

    



                                                                           Movie      
       
                      
                       Comparison of CFD and EFD for an impulsive plunging wave 





                                                            Velocity and piezometric pressure at time=1.9 (first splash)


 

      Case11:  Incoming Linear Regular Waves 

Computation conditions

l     Fr=0.5, Re=1.0E+09.

l     420〜2〜66 hexahedral cells in the domain of x(0,15) and z(-1.5, 0.1).

l     Wave amplitude:  0.004, wave length : 1.0.

l     Ship system with encounter frequency, numerical beach for damping waves (x>10).

                                  
                    Movie      
                            
                   Wave elevation                                                              Computational and exact solution of progressive linear wave (time=5)                    


      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     
               

                                                                                  Evolution of wave elevation       

                                                                  
                                                                                      Flow field at section y=0.5

 

  Case13:   Body Water Interaction in Shallow water