Three-Equation Eddy Viscosity Models
v2-f Model
In order to account for the near wall turbulence anisotropy and non local pressure strain effects, Durbin (1995) introduced a velocity scale v2 and the elliptic relaxation function f to the standard k-ε turbulence model.
The velocity scale v2 represents the velocity fluctuation normal to the streamline and represents a proper scaling of the turbulence damping near the wall, while the elliptic relaxation function f is used to model the anisotropic wall effects. Compared to the k-ε turbulence models, the v2-f model produces more accurate predictions of wall-bounded flows dominated by separation but suffers from numerical stability issues.
Transport Equations
Elliptic Relation for the relaxation function f
L2∂2f∂x2j−f =(C1−1)T(v2k−23)−C2PkεL2∂2f∂x2j−f =(C1−1)T(v2k−23)−C2Pkε
- L=CL max(k3/2ε,Cη[ν3ε]1/4 )L=CL max(k3/2ε,Cη[ν3ε]1/4 ): the length scale,
- T=max(kε,CT√[νε] )T=max(kε,CT√[νε] ): the time scale.
Production Modeling
Dissipation Modeling
Modeling of Turbulent Viscosity μtμt
Model Coefficients
Cε1Cε1 = 1.44, Cε2Cε2 = 1.92, CμCμ = 0.22, σkσk = 1.0, σεσε = 1.3. C1C1 = 1.4, C2C2 = 0.45, CTCT = 6.0, CLCL = 0.25, CηCη = 85, σv2σv2 = 1.0.
Zeta-F Model
The base model of the zeta-f model is the v2f model described by Durbin (1995).
However, by introducing a normalizing velocity scale, the numerical stability issues found in the v2f model have been improved (Hanjalic et al., 2004; Laurence et al., 2004; Popovac and Hanjalic, 2007).
Transport Equations
Elliptic Relation for the Relaxation Function f
where L=CL max(min[k3/2ε,√k√6Cμ|S|ς],Cη[ν3ε]1/4 )L=CL max(min[k3/2ε,√k√6Cμ|S|ς],Cη[ν3ε]1/4 ): the length scale, T=max(min[kε,0.6√6Cμ|S|ς],CT√[νε] ): the time scale.
Production Modeling
Velocity Scale ς
Pς=ρf
Dissipation Modeling
Modeling of Turbulent Viscosity μt
Model Coefficients
Cε1 = 1.44, Cε2 = 1.92, Cμ = 0.22, σk = 1.0, σε = 1.3. C1 = 1.4, C'2 = 0.65, CT = 6.0, CL = 0.36, Cη = 85, σζ = 1.2.