The instantaneous (exact) continuity and Navier-Stokes equations, without the consideration of the external/user source and body forces, may be written in the following tensor form:
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where
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Instantaneous velocity component (m/s) |
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Density (kg/m3) |
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Pressure (Pa) |
In the RANS/URANS (Unsteady RANS) approach to model turbulent flows, the Reynolds-averaging (time-averaging) is employed to decompose instantaneous flow variables
in incompressible flows into time-averaged mean
and fluctuating components
as follows:
Velocity component:
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General scalar:
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where
represents a passive scalar such as pressure, energy, species, and phase volume fractions (component) in multiphase flows.
For compressible flows, the Favre-averaging is adopted, and the two averaging methods have the relations:
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where
and
are the Favre-averaged velocity component and passive scalar, respectively. Note that density is always time-averaged.
Substituting the above expressions into the instantaneous equations equation 5.83 and equation 5.84 and taking an ensemble average, we have the RANS/URANS governing equations (using
to denote the averaged velocity component and dropping the overbar on the other averaged variables):
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equation 5.90 shows that averaging the Navier-Stokes equations results in an unknown term,
, in the momentum conservation equation. It is commonly referred to as “Reynolds stress”, and appropriate “turbulence model” is required to close the averaged flow governing equations.
Without directly solving transport equations for each component of the Reynolds stress tensor (Reynolds Stress Models, RSM), the Boussinesq hypothesis is commonly used to relate the Reynolds stresses to the mean velocity field1J. O. Hinze, “Turbulence”. McGraw-Hill Publishing Co., New York. 1975. :
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where
is the turbulent viscosity,
is the turbulent kinetic energy, and
is the unit tensor.
With the Boussinesq hypothesis, the modeling of the Reynolds stresses in the RANS/URANS approach turns into the modeling of the turbulent viscosity. Following this concept, a variety of so-called isotropic turbulence models, such as the family of
turbulence models, have been developed. The advantage of this category of RANS models is the low computational cost, and relatively simple formulations capable of predicting the correct time-averaged flow field, for a wide range of wall-bounded flows. The RANS isotropic turbulence modeling, therefore, has long been and will still be in foreseeable future, the most commonly used CFD model in research and industrial applications.
There are various versions of
models. At present, Simerics-MP offers two of the most widely used models: the standard
and the
. Though the two models have similar transport equations for both
and
, they were derived from the Navier-Stokes equations following different approaches, and differ in the formulations for turbulent viscosity, turbulent Prandtl numbers, and turbulence destruction terms in the
-equation.
The turbulent kinetic energy,
, and its rate of dissipation,
are obtained from the following transport equations first proposed by Launder-Spalding (1972)2B. E. Launder and D. B. Spalding, ” Lectures in Mathematical Models of Turbulence”, Academic Press, London, England, 1972. :
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In the standard
model, the turbulent viscosity,
, is computed as:
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And the empirical modeling constants (
), and turbulent Prandtl numbers (
) are listed in the following table:
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| 0.09 | 1.44 | 1.92 | 1.0 | 1.3 |
Table 5.10 - Modeling Constants of Standard
Model
For the source terms in
and
equations,
is the turbulent production term from stress and strain;
represents buoyancy-induced generation source, and its coefficient/ constant
in
-equation is not explicitly specified but calculated;
indicates the effect of compressibility on turbulence;
and
are external/user source terms for
and
respectively. These terms/models are the same for all the
models, and they will be described later.
The turbulent production term has the exact expression:
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With the Boussinesq hypothesis, equation 5.91,
is modelled as follows:
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where
is the modulus of the mean rate-of-strain tensor of
, and is defined as:
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It may be noted that in equation 5.96, the first term on the right,
, is commonly considered as the turbulent production term. The second term is generally referred to as the compressible/divergence term.
One may also note that when using the high-Re number version of
model with wall functions, the effective viscosity (
), rather than the turbulent viscosity
, is often used in equation 5.96.
For the production term in the
-equation 5.93, it can be generalized as:
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The RNG-based
turbulence model is derived from the instantaneous Navier-Stokes equations, using a statistical technique called “renormalization group” (
) methods3S. A. Orszag, V. Yakhot, W. S. Flannery, F. Boysan, D. Choudhury, J. Maruzewski, and B. Patel, "Renormalization Group Modeling and Turbulence Simulations", In International Conference on Near-Wall Turbulent Flows, Tempe, Arizona. 1993.. The analytical derivation results in a model similar in form to the standard
model but with different model constants, and additional terms/functions in the transport equations for
and
. Consequently, the
model is more accurate and reliable for a wider class of flows than the
model such as rapidly strained flows, swirling flows and low-Reynolds number effects, etc. The transport equations for the
model are as follows:
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Comparing equation 5.92-equation 5.93 and equation 5.99-equation 5.100, one can see that the main differences between the
and the
model lie in the diffusion coefficients, the turbulent Prandtl numbers (
) vs. the inverse turbulent Prandtl numbers (
) and the additional term
in the
-equation of the
turbulence model.
In the
model, the effective viscosity
appears directly in the diffusion terms of the modeling equations. It can be obtained by solving a differential equation resulting from the scale elimination procedure in
theory:
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where the constant
.
equation 5.101 is integrated to obtain an accurate description of how the effective turbulent transport varies with the effective Reynolds number (or eddy scale), allowing the model to better handle low-Reynolds number and near-wall flows. For fully turbulent flows, the high-Reynolds number limit of equation 5.102 returns to equation 5.94
, the same formulation as in the
model but slightly smaller model constant,
derived from the RNG theory. Therefore, the effective viscosity is usually computed using the high-Reynolds number form in equation 5.94. The differential equation 5.101 is only solved when it is necessary to include low-Re number effects in the turbulence model, which is not included in Simerics-MP.
Furthermore, the
model can account for the effects of swirl or rotation by modifying the turbulent viscosity
with the following expression:
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where
is a characteristic swirl number evaluated with flow vorticity, and
is a swirl constant with a default/ minimum value of 0.07 for mildly swirling flows, while a larger value of
can be used for strongly swirling flows.
As for the inverse turbulent Prandtl numbers
and
, they are, as the value of
, derived analytically using the RNG theory:
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where
= 1.0. In the high-Re number limit (
),
.
-Term in
-Equation:As stated earlier, the major difference between the RNG and standard
models lie in the additional term in the
-equation,
, expressed as:
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where
and
. It may be noted that
is the modulus of the mean rate-of-strain tensor, as shown in equation 5.97.
The effects of this additional term in the
equation can be seen more clearly by combining
and the destruction term in equation 5.100, which can be then rewritten as follows:
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and
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In regions where
, however,
- term makes a positive contribution, and
becomes larger than
. In the logarithmic layer, for instance,
is around 3. equation 5.107 gives
, close to
, the value in the standard
model Table 5.10. As a result, for weakly to moderately strained flows, the
model tends to give results largely comparable to the standard
model.
In regions of large strain rate
, however,
-term makes a negative contribution and
. In comparison with the standard
model, the smaller destruction term augments
, reduces
, and thus returns a smaller turbulent /effective viscosity. As a result, in rapidly strained flows, the RNG model yields a lower turbulent viscosity than the standard
model. Therefore, one can say that the RNG model is more responsive to the effects of rapid strain and streamline curvature than the standard
model, and thus more suitable for such flows.
The empirical modeling constants (
) and the inverse turbulent Prandtl numbers (
) for the
are listed in the following table:
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| 0.0845 | 1.42 | 1.68 | 0.7194 | 0.7194 |
Table 5.11 - Modeling Constants of
Model
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