TURBULENCE [MODEL] model [Options] [ITERATIONS iter] [zone_selector] |
The TURBULENCE keyword is used to request an inviscid or viscous solution, and to select a turbulence model for one or more zones. In addition to the TURBULENCE keyword itself, several additional keywords affect various aspects of the turbulence modeling procedure.
Model Selection
The TURBULENCE keyword (see above for the syntax) is used to select inviscid, laminar, or turbulent flow, and for turbulent flow, the turbulence model to be used. The choice is determined by the input value model, which must be one of the following. Unless noted otherwise, these apply to both structured and unstructured grids.
{INVISCID | EULER} [NOSLIP] | Inviscid flow.
If NOSLIP is specified, no-slip boundary conditions
will be applied at adiabatic and viscous walls; otherwise, slip
boundary conditions will be applied.
| |||
LAMINAR | Laminar flow.
| |||
CEBECI [SMITH] | Cebeci-Smith algebraic turbulence model.
This model is only available for structured grids.
| |||
[BALDWIN] LOMAX | Baldwin-Lomax algebraic turbulence model.
This model is only available for structured grids.
| |||
PDT | Combination Baldwin-Lomax and P. D. Thomas algebraic
shear layer model.
This model is only available for structured grids.
| |||
[BALDWIN] BARTH | Baldwin-Barth one-equation turbulence model.
This model is only available for structured grids.
| |||
POINTWISE | Goldberg pointwise one-equation turbulence model.
This model is only available for unstructured grids.
The FREE_ANUT keyword
can be used to specify the freestream turbulence level.
In multi-zone problems, the Goldberg pointwise model may only be used with inviscid or laminar flow in other zones.
| |||
SPALART [ALLMARAS] | Spalart-Allmaras one-equation turbulence model.
The FREE_ANUT keyword
can be used to specify the freestream turbulence level.
In multi-zone problems, the Spalart-Allmaras model may only be used with inviscid or laminar flow in other zones.
| |||
Spalart-Allmaras Options: |
| |||
{RC | ROTATION} | Activates a correction for system rotation and streamline curvature.
| |||
ROUGHNESS hgt | Includes the effects of wall roughness.
The default roughness height is 0.0.
| |||
{DES | MDES | DDES} [CDES coef] | Activates the
DES,
MDES, or
DDES
option described below in the section on combined RANS/LES modeling.
| |||
{PRNS [RCP coef] | \ DETACHED-PRNS [RCP coef] [DPRNS coef]} | Activates the
PRNS, or
DETACHED-PRNS
option described below in the section on Partially Resolved Numerical
Simulation.
| |||
SST | Two-equation shear stress transport turbulence model.
Additional keywords specific to the SST model are available for
specifying freestream values of
k and ω.
In multi-zone problems, the SST model may only be used with inviscid or laminar flow in other zones.
| |||
SST Options: |
| |||
F2FIX dmax | For structured grids, this option may be used to specify a
maximum distance from the wall, dmax, within which the
F2 term may be non-zero.
Beyond that distance, the term is set to zero.
F2 is a blending function, designed to limit
the effects of the shear stress transport term to regions near
walls.
| |||
{COMPRESSIBLE | TRANSITION} | The COMPRESSIBLE option uses the compressibility
corrections of Suzen and Hoffmann.
If TRANSITION is specified, a compressible version of the SST model with transition modeling is used. This model was developed by Menter, et. al
| |||
{LESB [CBLES coef] | \ HYBRID [VERSION value] [CLES value] [DELTA value]} |
| |||
Activates the
LESB or
HYBRID
option described below in the section on combined RANS/LES modeling.
| ||||
CHIEN [K-E] | Low Reynolds number two-equation k-ε
turbulence model of Chien.
This model is only available for structured grids.
The user should be aware of additional keywords specific to the k-ε models, particulary those used to control initialization. In multi-zone problems, the Chien model may not be used with different turbulence models in other zones, other than the Rumsey-Gatski model. It also may not be used with inviscid or laminar flow in other zones. | |||
Chien k-e Options: |
| |||
HYBRID [VERSION value] [CLES value] [DELTA value] |
| |||
Activates the
HYBRID
option described below in the section on combined RANS/LES modeling.
| ||||
RUMSEY-GATSKI [ASM] [K-E] | Low Reynolds number two-equation k-ε
algebraic Reynolds stress model of Rumsey and Gatski.
This model is only available for structured grids.
The user should be aware of additional keywords specific to the k-ε models, particulary those used to control initialization.
In multi-zone problems, the Rumsey-Gatski model may only be used
with the Chien model in other zones, although even this practice
is not recommended.
It may not be used with inviscid or laminar flow.
| |||
REALIZABLE [K-E] | Non-linear low Reynolds number two-equation
k-ε model of Goldberg.
This model is only available for unstructured grids.
The user should be aware of additional
keywords specific to the unstructured k-ε
models.
In multi-zone problems, the Realizable model may not be used
with different turbulence models in other zones.
It also may not be used with inviscid or laminar flow in other
zones.
| |||
Realizable k-e Options: |
| |||
{LINEAR | QUADRATIC | CUBIC} | Controls whether the Reynolds stress tensor is computed using
terms that are linear, quadratic, or cubic functions of the
mean strain and rotation rate tensors.
The linear option is similar to the Boussinesq approximation
used by most eddy viscosity models. High-order terms may
capture the secondary motion in the corners of rectangular
ducts.
| |||
SHIH [K-E] | Non-linear low Reynolds number two-equation
k-ε model of Shih.
This model is only available for unstructured grids.
The user should be aware of additional
keywords specific to the unstructured k-ε
models.
In multi-zone problems, the Shih model may not be used
with different turbulence models in other zones.
It also may not be used with inviscid or laminar flow in other
zones.
| |||
Shih k-e Options: |
| |||
{LINEAR | QUADRATIC | CUBIC} | Controls whether the Reynolds stress tensor is computed using
terms that are linear, quadratic, or cubic functions of the
mean strain and rotation rate tensors.
The linear option is similar to the Boussinesq approximation
used by most eddy viscosity models. High-order terms may
capture the secondary motion in the corners of rectangular
ducts.
|
Note that, with the exceptions noted above, different turbulence models, or inviscid or laminar flow, may be specified in different zones. However, you must specify a "default" turbulence model (or inviscid or laminar flow) in the input data file. Wind-US will stop if you do not. By "default", we mean without specifying zones. In addition, due to a coding limitation, the zone_selector can't be used when inviscid flow is being specified.
For example, for a three-zone problem with inviscid flow in zone 1 and the Spalart-Allmaras turbulence model in zones 2 and 3, the following will not work because a "default" turbulence model has not been specified, and the code will stop:
TURBULENCE SPALART ZONE 2,3 TURBULENCE INVISCID ZONE 1The following will also not work, because a zone_selector can't be used with INVISCID:
TURBULENCE SPALART TURBULENCE INVISCID ZONE 1Instead, one would specify the following, which will work:
TURBULENCE INVISCID TURBULENCE SPALART ZONE 2,3
Additional common options that may be specified with the TURBULENCE keyword are:
URANS | Indicates the desire to run in unsteady RANS mode.
| ||
ITERATIONS iter | Wind-US organizes the equations to be solved into logical
"groups" that are solved together.
It also allows multiple iterations of a specific group
(i.e., sub-iterations) for each
"iteration per cycle".
For the one- and two-equation turbulence models, the
ITERATIONS option allows the user to request iter
sub-iterations of the turbulence model equation group for each
iteration per cycle.
If NAVIER-STOKES ITERATIONS
is defaulted, this corresponds to iter iterations of the
turbulence model equations for each iteration of the mean flow
equations.
The default value for iter is one, indicating that each iteration per cycle corresponds to one iteration of the turbulence model equations. |
Note that for the one- and two-equation turbulence models, the turbulence model equations may be solved without simultaneously solving the Navier-Stokes equations. Of course, the turbulence variables depend on the mean flow field, so a reasonable mean flow solution must already exist.
As an example, suppose a mean flow solution has been computed using the SST turbulence model. The Chien k-ε variables consistent with the existing mean flow field may be computed by restarting from the SST solution, and solving just the Chien k-ε equations.
ITERATIONS PER CYCLE 2 ZONE ALL NAVIER-STOKES ITERATIONS 0 ZONE ALL TURBULENCE MODEL CHIEN ITERATIONS 5 ZONE ALL
The above keywords specify that, for all zones, there will be two iterations per cycle, with no Navier-Stokes sub-iterations and five Chien model sub-iterations for each "iteration per cycle". There will thus be a total of ten iterations of the Chien k-ε equations in each zone prior to completing a cycle and exchanging information between zones.
See Also: ITERATIONS, NAVIER-STOKES ITERATIONS, DEBUG 82, DEBUG 83, TEST 21, TEST 67
Wall Distance
MAX_WALL_DISTANCE DistMax {GRID_UNITS | {BOUNDARY_LAYER_THICKNESSES | BLT}} \ [PROGRESS {OFF | [PERCENT] integer_percent}] |
This keyword may be used to specify the maximum distance from the wall that will be used in many of the turbulence models. The value DistMax may be specified in either grid units (i.e., the same units that are used in the .cgd file) by using the GRID_UNITS modifier, or as a multiple of the "nominal" boundary layer thickness by using the BOUNDARY_LAYER_THICKNESSES (or BLT) modifier. Note that the modifier GRID_UNITS or BOUNDARY_LAYER_THICKNESSES (or BLT) must be specified.
The "nominal" boundary layer thickness is defined as 0.37 Re−1/5Lc, where Lc is a characteristic length equal to the diagonal of the bounding box containing all the viscous grid points, and the Reynolds number Re is based on Lc and the freestream flow conditions. This is empirically equal to the boundary layer thickness for incompressible turbulent flow past a flat plate at those conditions.
The default for DistMax is 1,000,000 grid units.
A message is periodically written to the .lis file for each zone, showing the progress of the calculation. The optional PROGRESS keyword may be used to specify how often this message is written, or to prevent it from being written at all. The value integer_percent is the frequency for writing the message, expressed as a percentage of grid cells to be searched. E.g., if integer_percent = 5, the message will be written when the wall distance for 5% of the cells have been computed, 10% of the cells, etc. The default is to write the message, with integer_percent equal to 10.
Note/Warning
The default setting for DistMax of 1,000,000 grid units is intentionally very large so that there will be essentially no chance that the cap on the distance from the wall will corrupt turbulent flow simulations. In general, users should not need to modify this setting.
Some older versions of the code used a slower algorithm for computing the wall distance. Even though the calculation is only done once and the results are saved in the .tda file for later use, there was occasionally a very significant penalty in computational time required at startup for flow problems with many zones and large numbers of grid points. In order to significantly reduce this computational time penalty, the user would set DistMax to a lower value. As a general rule of thumb, if a flow problem is expected only to have attached (i.e., non-separated), relatively thin boundary layers, DistMax may be set to a smaller value than is needed for problems with large wakes, separated regions, or jets. In practice, it has been found that for simulations with well-behaved boundary layers, using
MAX_WALL_DISTANCE DistMax BOUNDARY_LAYER_THICKNESSESwhere the multiplier DistMax is a value from 2-10, may be sufficient. However, users are again cautioned to only adjust this setting if they experience a significant time delay with the wall distance calculation prior to the first solution cycle. The PROGRESS keyword will inform you how the calculation is proceeding.
Spalart-Allmaras and Goldberg Models
FREE_ANUT anutinf |
When TURBULENCE SPALART or TURBULENCE POINTWISE is specified, indicating use of the Spalart-Allmaras or Goldberg model, the separate keyword FREE_ANUT may be used to specify the freestream value of the eddy viscosity νt. The default value is 5.0.
Compressibility Corrections
COMPRESSIBLE [DISSIPATION] {ON|OFF} [zone_selector] PRESSURE [DILATATION] {ON|OFF} [zone_selector] |
If TURBULENCE SST {COMPRESSIBLE | TRANSITION} is specified, the SST model will use the compressibility corrections of Suzen and Hoffmann. The two keywords shown above may also be used to control which specific compressibility terms are included. The COMPRESSIBLE [DISSIPATION] keyword controls whether or not a compressible (dilatational) dissipation correction is used, and the PRESSURE [DILATATION] keyword controls whether or not the pressure dilatation term is included. Both of these are ON by default.
Specifying Freestream k and ω
FREE_K val_k FREE_OM val_om |
If TURBULENCE SST is specified, indicating that the SST model is to be used, the separate keywords FREE_K and FREE_OM may be used to input freestream values of k and ω. The following options are possible:
val_k > 0 | The turbulent kinetic energy k and the specific dissipation
rate ω are specified directly, with
ω = val_om (1/sec) The turbulent viscosity νt is then equal to k/ω. | ||
val_k < 0 | The turbulence intensity is set equal to abs(val_k),
expressed as a percentage of the freestream velocity
U∞.
Thus, the turbulent kinetic energy is computed as
The turbulent viscosity νt is automatically set equal to 0.001 νl, where νl is the laminar viscosity, and the specific dissipation rate is computed as ω = k/νt. | ||
val_om < 0 | The specific dissipation rate ω is set equal to
val_om percent of U∞ / Lref,
where U∞ is the freestream velocity,
and Lref is the reference length
from the grid (.cgd) file.
Thus
The turbulent viscosity νt is set to the same percentage of the laminar viscosity.
The turbulent kinetic energy is then computed as k = ωνt. |
The default, and recommended, values are
Note that
These inflow values will be used to initialize the flow. For structured grids, k-ω values on the freestream boundary are only updated when outflow occurs. As long as flow continues entering through the boundary these values will persist. If the flow exits the boundary at any time during the solution procedure, values from the interior will be extrapolated to that boundary point. Should the flow subsequently re-establish itself as entering the domain, the boundary values will no longer be those initially specified. This is a current limitation of the structured solver. For unstructured grids, k-ω values on the inflow boundary are updated each cycle with the freestream the values specified.
Inflow turbulence levels may also be specified for the SST model in the ARBITRARY INFLOW keyword block. If this is done, the TURBULENCE keyword must come before the ARBITRARY INFLOW keyword block in the input data (.dat) file.
See Also: ARBITRARY INFLOW
Production Term Modification
SST [TRANSITION] COEF_PTM1 value |
When TURBULENCE SST TRANSITION is specified, indicating that the compressible version of the SST model with transition modeling is to be used, the separate keyword SST COEF_PTM1 may be used to set the value of the coefficient φPTM1. This coefficient adjusts how much the turbulence production is limited in laminar regions. For a flat plate test case, a value of 1.0 was found to best reproduce the axial location of fully turbulent flow, while a value of 2.0 better predicted the transition onset location. The default value is 1.0.
Chien and Rumsey-Gatski k-ε Models
Several additional keywords may be used with the Chien and Rumsey-Gatski
k-ε models to control the initialization procedure,
enhance their stability, and improve their accuracy in adverse pressure
gradients and at high Mach numbers.
For convenience, all keyword phrases associated with the
k-ε models begin with K-E.
Note that all of these apply to structured grids only.
K-E INITIALIZE [FROM] {EXISTING | EQUILIBRIUM | FREESTREAM} |
This keyword determines how the turbulent transport variables (k, ε, and μt) for the k-ε models will be initialized.
It is recommended that the user first obtain an intermediate solution using another turbulence model, before switching to one of the k-ε models. Initializing from an existing turbulent solution rather than uniform values aids somewhat in convergence and improves the stability of the models by reducing the dramatic changes in turbulence values that occur during the first few iterations after initialization.
This intermediate solution need not be fully converged, but should have reached a state where the the turbulence is well established within the shear regions (boundary layers, mixing layers, etc.) of each zone. Users can examine values of mut/muinf with CFPOST to check the state of turbulence in the flow prior to switching models. Low values of mut/muinf (say < 50 or 100) may be insufficient to sustain turbulence, causing the solution to relaminarize as additional cycles are performed. The SST and Spalart models are good choices for obtaining the intermediate solution.
There are three methods for establishing the initial values for the k-ε models.
The first method, given by the EXISTING parameter, performs an "intelligent" initialization, based on the type of turbulence model used in the previous run. This is the default. When initializing from another two-equation model, direct conversion of turbulence values is performed. For lower-order models, the procedure is equivalent to using the EQUILIBRIUM parameter. When initializing from inviscid or laminar solutions, the procedure is equivalent to using the FREESTREAM parameter.
The second method, given by the EQUILIBRIUM parameter, uses an assumption of turbulent equilibrium, namely that the production, Π, of turbulent kinetic energy equals the rate of dissipation, together with an existing turbulent viscosity profile to initialize the k and ε variables.
The third method, given by the FREESTREAM parameter, initializes the turbulence variables to uniform values within each zone.
K-E FREE_K val1 K-E FREE_MUT val2 |
These keywords may be used to specify the freestream turbulence values to be used when initializing the turbulence variables to uniform values (i.e., with the K-E INITIALIZE FROM FREESTREAM keyword). The interpretation of the input depends on the signs of val1 and val2.
For the turbulence kinetic energy k∞,
k∞ = | 3 I2u2∞ / 2 | for val1 < 0, and where |val1| = I | ||
[k∞ / a2∞]dim | for val1 > 0, and where val1 = (k∞)dim (ft/sec)2 |
and for the turbulent viscosity (μt)∞,
(μt)∞ = | (μt)∞ | for val2 < 0, and where |val2| = (μt)∞ | ||
[(μt)∞ / μ∞]dim | for val2 > 0, and where val2 = [(μt)∞]dim (slug/ft-sec) |
where the subscript dim denotes a dimensional value.
If the K-E FREE_K keyword is not used, or if val1 = 0, then a default value of val1 = −0.01 is used, which corresponds to a turbulence intensity I of 1%. If the K-E FREE_MUT keyword is not used, or if val2 = 0, then a default value of val2 = −0.001 is used for structured grids. This sets the freestream turbulent viscosity to be 0.001 times the freestream laminar viscosity. Note that for values greater than zero, the expected units for val1 and val2 are (ft/s)2 and slug/ft-s, respectively.
For structured grids, the k-ε models extrapolate to get turbulence values at all inflow and outflow boundaries. Thus, K-E FREE_K and K-E FREE_MUT can be used to initialize the flow, but not to specify inflow conditions.
For unstructured grids, the default setting for K-E FREE_MUT is
-5 and -50 for the Goldberg realizable and Shih k-ε
models respectively.
At the end of each cycle, these models reapply the freestream
turbulence values along all freestream boundaries that have
flow entering the domain.
K-E REINITIALIZE |
This keyword signals the code to ignore the old k-ε
information in the flow (.cfl) file and perform a fresh
initialization from uniform values.
This command must be removed on subsequent runs or else the model will
reinitialize itself each time.
Under normal operation, this keyword should not be used.
K-E LINEARIZATION {APPROXIMATE | FULL} |
This keyword controls the implicit treatment of the
k-ε source terms.
The APPROXIMATE formulation results in greater diagonal
dominance by neglecting coupling of the k and ε
equations.
The FULL formulation includes the coupling terms.
The default is APPROXIMATE.
K-E [TVD] ORDER {1|2|3} |
This keyword sets the spatial order of accuracy of the TVD upwinding
used in solving the k-ε equations.
The default is first-order.
K-E RELAX [FOR] val [ITERATIONS] |
Updated values of k, ε, and μt
will be relaxed for val iterations (the default is 500) following
the initialization.
Relaxation of each of these variables reduces the amount they may change
during any single iteration.
Immediately after initialization, the allowed changes are significantly
reduced.
This restriction is then gradually lifted as the last relaxation iteration
is approached.
K-E [MAXIMUM] [TURBULENT] VISCOSITY val1 K-E [TURBULENT] [REFERENCE] VELOCITY val2 |
The k-ε model uses limiters within the interior of each zone to increase convergence and stability by capping the values of the turbulence quantities at both the high and low extremes. This is usually only necessary during the first few iterations after initialization, when the fluctuations in k and ε tend to be the most dramatic.
Nondimensional values of the minimum limiters have been preset to small numbers. kmin is set to 10−10, εmin is set to 10−12, and (μt)min is computed from the turbulent viscosity relation using an assumed reference density of 1, Cμ = 0.09, and Fμ = 1.
The above keywords determine the maximum limiting values for the turbulence quantities. The first keyword sets the maximum turbulent viscosity to be val1 (the default is 10,000) times the freestream viscosity. The second keyword sets the turbulent reference velocity equal to val2 (the default is 1.0) times the freestream speed of sound. The maximum turbulent kinetic energy allowed is 10% of the kinetic energy of the turbulent reference velocity:
The use of these limiters can be summarized as follows:
If the maximum limiters cause the turbulence variables to be capped within
the flowfield, a warning message will be written to the list output
(.lis) file during the final cycle.
By using CFPOST to examine the
normalized variable mut muinf, one can observe where these
limiters are being used and adjust them using the above keywords.
It is important that the turbulence values not be limited upon convergence.
K-E COMPRESSIBILITY [CORRECTION] {NONE | OFF | SARKAR | WILCOX | \ USER αk Mt0} |
This keyword may be used to specify a compressibility correction, designed to enhance predictions at higher Mach numbers. The equation for the compressibility correction is
The parameters αk and Mt0 for the various options are defined in the following table.
Correction Type | αk | Mt0 | |||
---|---|---|---|---|---|
NONE | OFF | 0.0 | 0.00 | |||
SARKAR | 1.0 | 0.00 | |||
WILCOX | 1.5 | 0.25 |
Note that both NONE and OFF disable the compressibility correction, and that values of αk and Mt0 should only be included when using the USER option. The default is OFF.
The compressibility corrections of Sarkar and Wilcox are designed to improve the prediction of compressible jet flows by including the compressible portion of the dissipation rate in the transport equation for the turbulent kinetic energy. These corrections use simple algebraic relations between the solenoidal and compressible dissipation rates. The effect of these corrections is to reduce the turbulent kinetic energy in regions where the flow is supersonic. In terms of supersonic jet predictions, this results in slower spreading rates, reduced mixing, and a longer core length.
K-E [VARIABLE] CMU {ON|OFF} |
It is well known that the baseline k-ε model is poorly suited to adverse pressure gradient flows, such as those found in diffusers. Rodi and Scheuerer
The variable Cμ formulation, which is derived from algebraic stress modeling, is designed to help remedy this problem by reducing the turbulent viscosity in regions of the flowfield where the production of turbulent kinetic energy is significantly larger than the rate of dissipation. The specific formulation used is:
The variable Cμ option can provide added stability to the k-ε model, such as in the case of an airfoil, where the sudden deceleration of the flow near the leading edge would otherwise result in a significant rate of production. In regions of the flow where the turbulence is in equilibrium, i.e., where the production and dissipation are balanced, the turbulent viscosity remains unchanged.
The above keyword may be used to turn this option on or off
(the default is OFF) for the Chien k-ε model.
It has no effect for the Rumsey-Gatski k-ε model.
K-E CMUMIN val |
This keyword controls the lower limit of the Cμ coefficient used in the Rumsey-Gatski model. As part of the algebraic Reynolds stress formulation Cμ varies throughout the flowfield with typical values in the range [0.07, 0.19]. The default value for this limiter is 0.0005, as recommended by Rumsey.
See Also: TEST 29
Realizable and Shih k-ε Models
K-E FREE_K val1 K-E FREE_MUT val2 |
The specification of the freestream turbulence levels is identical to that described above. However, for unstructured grids, the default setting for K-E FREE_MUT is -5 and -50 for the Goldberg realizable and Shih k-ε models respectively. Also note that these unstructured k-ε solvers will maintain the boundary values, rather than extrapolate like the structured k-ε solvers do.
Combined RANS/LES Models
The idea behind combined RANS/LES (Reynolds-averaged Navier-Stokes / large eddy simulation) turbulence models is to improve predictions of complex flows in a real-world engineering environment, by allowing the use of LES methods with grids typical of those used with traditional Reynolds-averaged Navier-Stokes models. The combined model reduces to the standard RANS model in high mean shear regions (e.g., near viscous walls), where the grid is refined and has a large aspect ratio unsuitable for LES models. As the grid is traversed away from high mean shear regions, it typically becomes coarser and more isotropic, and the combined model smoothly transitions to an LES model.
Several combined RANS/LES models are available in Wind-US. The combined models may only be used for unsteady flows (i.e., the time step is a constant). They are zonal, however, so you can use a combined model in time-accurate mode in one zone, while using a standard RANS model in steady-state mode in the other zones. For example, a three-zone problem could use the standard SST model with a specified CFL number in zones 1 and 2, and the combined SST/LES model (implemented using an ε limiter) with a specified time step in zone 3, using the following keywords:
TURBULENCE SST TURBULENCE SST LESB ZONE 3 CFL# 1.3 TIMESTEP SECONDS 5.0E-6 ZONE 3This capability can accelerate the solution convergence tremendously, especially for large configurations (10 to 20 million grid points) that would be impossible to run in time-accurate mode throughout the flow field.
Spalart DES Model
DES [CDES cdes] |
[Note - This option must appear on the same line as the TURBULENCE keyword.]
When TURBULENCE SPALART is specified, the optional keyword DES may also be added to the line to use the Spalart detached eddy simulation (DES) turbulence model. It is intended to improve the results for unsteady and massively separated flows. The DES model reduces to the standard Spalart-Allmaras model near viscous walls, where the grid is refined and has a large aspect ratio, but acts like a large eddy simulation (LES) model away from the boundary, where the grid is coarser and has an aspect ratio of order one.
The input parameter cdes specifies the value of the coefficient Cdes in the model. The default value is 0.65. Increasing this coefficient increases the size of the region in which the DES model reduces to the standard Spalart-Allmaras model. Details may be found in the following papers:
Shih's Modified DES Model
MDES [CDES cdes] |
[Note - This option must appear on the same line as the TURBULENCE keyword.]
The MDES keyword option is similar to the DES keyword described above, and may be specified in conjunction with TURBULENCE SPALART to use Shih's modified version of the DES model. The main difference between the approaches is that this one uses a length scale based on the cubed root of the cell volume instead of the largest cell edge. As in the standard DES model, the input parameter cdes specifies the value of the coefficient Cdes, and the default value is 0.65.
Spalart's Delayed DES Model
DDES [CDES cdes] |
[Note - This option must appear on the same line as the TURBULENCE keyword.]
The DDES keyword option is also similar to the DES keyword described above, and may be specified in conjunction with TURBULENCE SPALART to use Spalart's delayed DES model. This method is intended to be somewhat less grid sensitive than the original DES approach. As in the standard DES model, the input parameter cdes specifies the value of the coefficient Cdes, and the default value is 0.65.
SST with ε Limiter
LESB [CBLES cb] |
[Note - This option must appear on the same line as the TURBULENCE keyword.]
The LESB keyword option may be used with the SST model (TURBULENCE SST) to specify use of a combined SST and LES turbulence model, using an ε limiter.
The input parameter cb specifies the value of the coefficient CB in the model. The default value is 10.0. Increasing CB increases the size of the region in which the combined model reduces to the standard SST model.
See Also: TEST 15
Nichols-Nelson Hybrid Model
HYBRID [VERSION ver] [CLES cles] [DELTA grid_scale] |
[Note - This option must appear on the same line as the TURBULENCE keyword.]
The HYBRID keyword option may be used with either the SST or the Chien k-ε model to specify use of the Nichols-Nelson hybrid RANS/LES turbulence model.
ver | A flag indicating the version of the model to be used.
The default value is 1. | ||||||||||||||
cles | The coefficient cLES used when calculating
the LES value of the turbulent viscosity.
The default value is 0.0854. | ||||||||||||||
grid_scale | A flag indicating the method of computing the characteristic grid
scale.
The default value is 1. |
Partially Resolved Numerical Simulation (PRNS)
PRNS [RCP Rcp] |
[Note - This option must appear on the same line as the TURBULENCE keyword.]
The PRNS keyword option may be used with the Spalart-Allmaras model (TURBULENCE SPALART) to specify use of the PRNS (Partially Resolved Numerical Simulation) model, and is only applicable to unstructured grids. The input value Rcp is the resolution control parameter, the ratio of the temporal filter width to the turbulent integral time scale. A value of Rcp = 1.0 corresponds to a Reynolds-averaged solution (i.e., no turbulent eddy resolution), while lower values result in smaller turbulent eddies being resolved. The default value is 0.4, intended to correspond to a very large eddy simulation.
Note that lowering Rcp means that more grid points are required to resolve the smaller eddies. In their original paper describing the PRNS model, Liu and Shih suggest that the number of grid points for a PRNS solution NPRNS may be estimated using the formula
For more details on the PRNS model see the following papers:
Detached PRNS
DETACHED-PRNS [RCP Rcp] [DPRNS dprns] |
[Note - This option must appear on the same line as the TURBULENCE keyword.]
This keyword is similar to the PRNS keyword described above, but may only be used with the Spalart-Allmaras model. It specifies use of the detached PRNS model, and is also only applicable to unstructured grids. The input value Rcp is again the resolution control parameter, with a default value of 0.4.
Unlike the standard PRNS model, the detached PRNS model doesn't scale the production term and turbulent viscosity near viscous walls. The size of this "near-wall" region is given by
Last updated 1 Apr 2016