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Incompressible Navier-Stokes
         Equation

          2004-4-18
Non-dimensionalization
 ∂ui      ∂ui     1 ∂p     ∂2ui
     +u j      =−       +υ        (Navier-Stokes Eq.)
 ∂t       ∂x j    ρ ∂xi    ∂x j 2



  ∗  xi             tu0
                    ∗            ∗ tυ      ∗  ui           ∗p                       u0 L
 x =            t =            (t = 2 )   u =          p =                   Re =
  i
     L               L             L
                                           i
                                              u0           ρu02
                                                                                     υ
       (
  ∂ ui∗u0   )       + u ∗u0
                               ( ) = − 1 ∂ ( p ρu ) + ∂ ( u u )
                              ∂ ui∗u0          ∗       2
                                                       0
                                                               2       *
                                                                       i 0

   (
 ∂ t ∗ L / u0   )       j
                              ∂( x L)
                                  ∗
                                  j
                                       ρ ∂( x L)   ∗
                                                   i
                                                       (∂x L)      *
                                                                   i
                                                                         2



 ∂ui*      ∂ui* ∂p*  1 ∂2ui*
      +u * * = − * +
         j
 ∂t *      ∂x j ∂xi  Re ∂x*
                          j



  ∂ui      ∂ui     ∂p   1 ∂2ui
∴     +u j      =−    +          (non-dimensionalization)
  ∂t       ∂x j    ∂xi Re ∂x j 2
Primitive Variable Formulations
 Two dimensional (CONSERVATIVVE FORM)
                          ∂u ∂v
                            +   =0
                          ∂x ∂y
         ∂u   ∂  2 P ∂              ∂2u ∂2u 
            +    u + ÷ +   ( uv ) =υ 2 + 2 ÷
         ∂t   ∂x    ρ  ∂y           ∂x  ∂y 
        ∂v   ∂         ∂  2 P  ∂2 v ∂2 v 
           +   ( uv ) + v + ÷=υ 2 + 2 ÷
        ∂t ∂x          ∂y   ρ  ∂x   ∂y 

  Non-dimensional (CONSERVATIVVE FORM)
                            ∂u ∗ ∂v∗
                               ∗
                                 + ∗ =0
                            ∂x    ∂y
    ∂u ∗   ∂                  ∂             1  ∂2u ∗ ∂2u ∗ 
       ∗
         + ∗ ( u ∗2 + P ∗ ) + ∗ ( u ∗v∗ ) =     ∗2 + ∗2 ÷
    ∂t    ∂x                 ∂y             Re  ∂x   ∂y 
    ∂v∗    ∂           ∂            1  ∂2 v∗ ∂2 v∗ 
       ∗
         + ∗ ( u v ) + ∗ ( v +P ) =
                ∗ ∗         ∗2 ∗
                                        ∗2 + ∗2 ÷
    ∂t    ∂x          ∂y            Re  ∂x   ∂y 
Vorticity-Stream Function Formulation
    • Vorticity ; Ω= 2ϖ =∇×v
                                                   ∂v ∂u
              →For a two dimensional flow Ωz =       −
                                                   ∂x ∂y
                          ∂ψ        ∂ψ
    •Stream function; u =    , v =−
                          ∂y        ∂x
  ∂u    ∂u    ∂u    1 ∂p     ∂2 u ∂2 u 
     +u    +v    =−      +υ  2 + 2 ÷
  ∂t    ∂x    ∂y    ρ ∂x     ∂x   ∂y 
  ∂v    ∂v    ∂u    1 ∂p     ∂2 v ∂ 2 v 
     +u    +v    =−      +υ  2 + 2 ÷
  ∂t    ∂x    ∂y    ρ ∂y     ∂x   ∂y 
  ∂2u ∂u ∂u       ∂2u   ∂v ∂u   ∂2 u    1 ∂2 p     ∂3u    ∂3u 
       +      +u      +       +v 2 = −         +υ  2 + 3 ÷
  ∂t ∂y ∂y ∂x    ∂x∂y ∂y ∂y     ∂y      ρ ∂x∂y     ∂x ∂y ∂y 
  ∂2 v ∂u ∂v     ∂2 v ∂v ∂v     ∂v      1 ∂2 p     ∂3u   ∂3u 
       +      +u 2 +        +v       =−        +υ  3 +         ÷
  ∂t ∂x ∂x ∂x    ∂x   ∂x ∂y    ∂x∂y     ρ ∂x∂y     ∂x   ∂x∂y 2 
O

∂  ∂u ∂v    ∂  ∂u ∂v    ∂  ∂u ∂v   ∂u ∂v  ∂u ∂v 
      − ÷+ u       − ÷+ v       − ÷+     + ÷     − ÷
∂t  ∂y ∂x   ∂x  ∂y ∂x   ∂y  ∂y ∂x   ∂x ∂y  ∂y ∂x 
          ∂2  ∂u ∂v  ∂2  ∂u ∂v            Continuity eqn.
      =υ  2     − ÷+ 2      − ÷  
          ∂x  ∂y ∂x  ∂y  ∂y ∂x 


   ∂Ω    ∂Ω    ∂Ω     ∂ 2 Ω ∂2 Ω 
      +u    +v    =υ  2 + 2         Vorticity transport eqn.
   ∂t    ∂x    ∂y     ∂x    ∂y 
       ∂2 Ψ ∂2 Ψ
  −Ω =      +        Stream function eqn.
       ∂x 2
              ∂y 2

                                L             Ψ
  nondimensional form Ω∗ = Ω          Ψ∗ =
                               u∞            u∞ L
Vorticity-Stream Function Formulations
Dimensional CONSERVATIVVE FORM
        ∂Ω ∂        ∂            ∂2 Ω ∂2 Ω 
           + (uΩ) +    (vΩ) = υ  2 + 2 
        ∂t  ∂x      ∂y           ∂x   ∂y 
             ∂2 Ψ ∂2 Ψ
        −Ω =      +
             ∂x 2
                    ∂y 2

  Non-dimensional (CONSERVATIVVE FORM)

         ∂Ω∗    ∂   ∗ ∗    ∂   ∗ ∗    1  ∂2Ω∗ ∂2 Ω∗ 
            ∗
              + ∗ (u Ω ) + ∗ (v Ω ) =     ∗2 + ∗2 
         ∂t    ∂x         ∂y          Re  ∂x  ∂y 
            ∗ ∂2 Ψ∗ ∂2 Ψ∗
         −Ω =    ∗2
                    +
              ∂x      ∂y ∗2
 Primitive variable formulation
  i) A mixed elliptic-parabolic equn. ( two unknowns : pressure, velocity )
  ii) no direct link for the pressure between continuity & momentum equn.
    Poisson equn. for pressure


 Vorticity-Stream function formulation
  i) vorticity-stream function formulation does not include the pressure term.
    the velocity field is determined initially
    For the pressure field, Poisson equn.
  ii) The lack of al simple stream function in three diminsions
Poisson Equation for Pressure
 PrimitiveVariables
     ∂u ∂ 2 ∂p ∂                1
       + (u ) +     + ( uv ) =      ( ∇2 u )
     ∂t ∂x       ∂x ∂y          Re
     ∂v ∂        ∂          ∂p 1
       + ( uv ) + ( v 2 ) +   =    ( ∇2 v )
     ∂t ∂x       ∂y         ∂y Re
            ∂u ∂u ∂ 2    ∂2 p  ∂2           1 ∂
                       ( )
                 + 2 u2 + 2 +
            ∂t ∂x ∂x     ∂x   ∂x∂y
                                   ( uv ) =
                                            Re ∂x
                                                  ∇2 u    (       )
addition
            ∂v ∂   ∂           ∂2 2  ∂2 p 1 ∂
                 +
            ∂t ∂y ∂x∂y         ∂y
                                     ( )
                       ( uv ) + 2 v + 2 =
                                     ∂y   Re ∂y
                                                ∇2 v      (   )
     ∂  ∂u ∂v  ∂ 2      ∂2          ∂2 2  ∂2 p ∂2 p
           + ÷+ 2 u + 2
     ∂t  ∂x ∂y  ∂x
                     2
                           ( )
                         ∂x∂y
                              ( uv ) + 2 v + 2 + 2
                                      ∂y    ∂x   ∂y
                                                   ( )
             1 ∂          ∂v 2 
           =       (   )         (
                 ∂x ∇ u + ∂y ∇ v 
             Re 
                      2
                                     )     0 continuity
                                           equn.
                                  
∂2 p ∂2 p   ∂D ∂ 2        ∂2          ∂2 2
  ∂x 2
       + 2 =−
        ∂y
                − 2 u2 − 2
              ∂t ∂x
                          ( )
                           ∂x∂y
                                ( uv ) − 2 v
                                        ∂y
                                                   ( )
                 1  ∂2       ∂2      
               +     2 ( D) + 2 ( D) 
                 Re  ∂x      ∂y      
         ∂u ∂v
      D=   +
         ∂x ∂y
For an incompressible flow, D=0
However, due to numerical consideration, this term will not be
set to zero
It must be evaluated to prevent error accumulation, as well as
to prevent nonlinear instability
Poisson Equation for Pressure
Vorticity-Stream   function formulation

     ∂2 p ∂2 p     ∂ 2ψ  ∂ 2ψ     ∂ψ 
          + 2 = 2  2 ÷ 2         ÷−      ÷
     ∂x 2
           ∂y      ∂x  ∂y         ∂x∂y 

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Inse

  • 1. Incompressible Navier-Stokes Equation 2004-4-18
  • 2. Non-dimensionalization ∂ui ∂ui 1 ∂p ∂2ui +u j =− +υ (Navier-Stokes Eq.) ∂t ∂x j ρ ∂xi ∂x j 2 ∗ xi tu0 ∗ ∗ tυ ∗ ui ∗p u0 L x = t = (t = 2 ) u = p = Re = i L L L i u0 ρu02 υ ( ∂ ui∗u0 ) + u ∗u0 ( ) = − 1 ∂ ( p ρu ) + ∂ ( u u ) ∂ ui∗u0 ∗ 2 0 2 * i 0 ( ∂ t ∗ L / u0 ) j ∂( x L) ∗ j ρ ∂( x L) ∗ i (∂x L) * i 2 ∂ui* ∂ui* ∂p* 1 ∂2ui* +u * * = − * + j ∂t * ∂x j ∂xi Re ∂x* j ∂ui ∂ui ∂p 1 ∂2ui ∴ +u j =− + (non-dimensionalization) ∂t ∂x j ∂xi Re ∂x j 2
  • 3. Primitive Variable Formulations  Two dimensional (CONSERVATIVVE FORM) ∂u ∂v + =0 ∂x ∂y ∂u ∂  2 P ∂  ∂2u ∂2u  + u + ÷ + ( uv ) =υ 2 + 2 ÷ ∂t ∂x  ρ  ∂y  ∂x ∂y  ∂v ∂ ∂  2 P  ∂2 v ∂2 v  + ( uv ) + v + ÷=υ 2 + 2 ÷ ∂t ∂x ∂y  ρ  ∂x ∂y   Non-dimensional (CONSERVATIVVE FORM) ∂u ∗ ∂v∗ ∗ + ∗ =0 ∂x ∂y ∂u ∗ ∂ ∂ 1  ∂2u ∗ ∂2u ∗  ∗ + ∗ ( u ∗2 + P ∗ ) + ∗ ( u ∗v∗ ) =  ∗2 + ∗2 ÷ ∂t ∂x ∂y Re  ∂x ∂y  ∂v∗ ∂ ∂ 1  ∂2 v∗ ∂2 v∗  ∗ + ∗ ( u v ) + ∗ ( v +P ) = ∗ ∗ ∗2 ∗  ∗2 + ∗2 ÷ ∂t ∂x ∂y Re  ∂x ∂y 
  • 4. Vorticity-Stream Function Formulation • Vorticity ; Ω= 2ϖ =∇×v ∂v ∂u →For a two dimensional flow Ωz = − ∂x ∂y ∂ψ ∂ψ •Stream function; u = , v =− ∂y ∂x ∂u ∂u ∂u 1 ∂p  ∂2 u ∂2 u  +u +v =− +υ  2 + 2 ÷ ∂t ∂x ∂y ρ ∂x  ∂x ∂y  ∂v ∂v ∂u 1 ∂p  ∂2 v ∂ 2 v  +u +v =− +υ  2 + 2 ÷ ∂t ∂x ∂y ρ ∂y  ∂x ∂y  ∂2u ∂u ∂u ∂2u ∂v ∂u ∂2 u 1 ∂2 p  ∂3u ∂3u  + +u + +v 2 = − +υ  2 + 3 ÷ ∂t ∂y ∂y ∂x ∂x∂y ∂y ∂y ∂y ρ ∂x∂y  ∂x ∂y ∂y  ∂2 v ∂u ∂v ∂2 v ∂v ∂v ∂v 1 ∂2 p  ∂3u ∂3u  + +u 2 + +v =− +υ  3 + ÷ ∂t ∂x ∂x ∂x ∂x ∂x ∂y ∂x∂y ρ ∂x∂y  ∂x ∂x∂y 2 
  • 5. O ∂  ∂u ∂v  ∂  ∂u ∂v  ∂  ∂u ∂v   ∂u ∂v  ∂u ∂v   − ÷+ u  − ÷+ v  − ÷+  + ÷ − ÷ ∂t  ∂y ∂x  ∂x  ∂y ∂x  ∂y  ∂y ∂x   ∂x ∂y  ∂y ∂x   ∂2  ∂u ∂v  ∂2  ∂u ∂v  Continuity eqn. =υ  2  − ÷+ 2  − ÷   ∂x  ∂y ∂x  ∂y  ∂y ∂x  ∂Ω ∂Ω ∂Ω  ∂ 2 Ω ∂2 Ω  +u +v =υ  2 + 2  Vorticity transport eqn. ∂t ∂x ∂y  ∂x ∂y  ∂2 Ψ ∂2 Ψ −Ω = + Stream function eqn. ∂x 2 ∂y 2 L Ψ nondimensional form Ω∗ = Ω Ψ∗ = u∞ u∞ L
  • 6. Vorticity-Stream Function Formulations Dimensional CONSERVATIVVE FORM ∂Ω ∂ ∂  ∂2 Ω ∂2 Ω  + (uΩ) + (vΩ) = υ  2 + 2  ∂t ∂x ∂y  ∂x ∂y  ∂2 Ψ ∂2 Ψ −Ω = + ∂x 2 ∂y 2  Non-dimensional (CONSERVATIVVE FORM) ∂Ω∗ ∂ ∗ ∗ ∂ ∗ ∗ 1  ∂2Ω∗ ∂2 Ω∗  ∗ + ∗ (u Ω ) + ∗ (v Ω ) =  ∗2 + ∗2  ∂t ∂x ∂y Re  ∂x ∂y  ∗ ∂2 Ψ∗ ∂2 Ψ∗ −Ω = ∗2 + ∂x ∂y ∗2
  • 7.  Primitive variable formulation i) A mixed elliptic-parabolic equn. ( two unknowns : pressure, velocity ) ii) no direct link for the pressure between continuity & momentum equn.  Poisson equn. for pressure  Vorticity-Stream function formulation i) vorticity-stream function formulation does not include the pressure term.  the velocity field is determined initially  For the pressure field, Poisson equn. ii) The lack of al simple stream function in three diminsions
  • 8. Poisson Equation for Pressure PrimitiveVariables ∂u ∂ 2 ∂p ∂ 1 + (u ) + + ( uv ) = ( ∇2 u ) ∂t ∂x ∂x ∂y Re ∂v ∂ ∂ ∂p 1 + ( uv ) + ( v 2 ) + = ( ∇2 v ) ∂t ∂x ∂y ∂y Re ∂u ∂u ∂ 2 ∂2 p ∂2 1 ∂ ( ) + 2 u2 + 2 + ∂t ∂x ∂x ∂x ∂x∂y ( uv ) = Re ∂x ∇2 u ( ) addition ∂v ∂ ∂ ∂2 2 ∂2 p 1 ∂ + ∂t ∂y ∂x∂y ∂y ( ) ( uv ) + 2 v + 2 = ∂y Re ∂y ∇2 v ( ) ∂  ∂u ∂v  ∂ 2 ∂2 ∂2 2 ∂2 p ∂2 p  + ÷+ 2 u + 2 ∂t  ∂x ∂y  ∂x 2 ( ) ∂x∂y ( uv ) + 2 v + 2 + 2 ∂y ∂x ∂y ( ) 1 ∂ ∂v 2  = ( ) (  ∂x ∇ u + ∂y ∇ v  Re  2 ) 0 continuity equn. 
  • 9. ∂2 p ∂2 p ∂D ∂ 2 ∂2 ∂2 2 ∂x 2 + 2 =− ∂y − 2 u2 − 2 ∂t ∂x ( ) ∂x∂y ( uv ) − 2 v ∂y ( ) 1  ∂2 ∂2  +  2 ( D) + 2 ( D)  Re  ∂x ∂y  ∂u ∂v D= + ∂x ∂y For an incompressible flow, D=0 However, due to numerical consideration, this term will not be set to zero It must be evaluated to prevent error accumulation, as well as to prevent nonlinear instability
  • 10. Poisson Equation for Pressure Vorticity-Stream function formulation ∂2 p ∂2 p  ∂ 2ψ  ∂ 2ψ   ∂ψ  + 2 = 2  2 ÷ 2 ÷−  ÷ ∂x 2 ∂y  ∂x  ∂y   ∂x∂y 