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LES, HYBRID LES-RANS AND SCALE-ADAPTIVE
SIMULATIONS (SAS)
Lars Davidson, www.tfd.chalmers.se/˜lada
LARGE EDDY SIMULATIONS
GS
SGS
SGS
In LES, large (Grid) Scales (GS) are resolved and the small
(Sub-Grid) Scales (SGS) are modelled.
LES is suitable for bluff body flows where the flow is governed by
large turbulent scales
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 2 / 58
BLUFF-BODY FLOW: SURFACE-MOUNTED CUBE[1]Krajnović & Davidson (AIAA J., 2002)
Snapshots of large turbulent scales illustrated by Q = −∂ūi∂xj
∂ūj∂xi
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 3 / 58
BLUFF-BODY FLOW: FLOW AROUND A BUS[2]
Krajnović & Davidson (JFE, 2003)
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 4 / 58
BLUFF-BODY FLOW: FLOW AROUND A CAR[3]
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 5 / 58
BLUFF-BODY FLOW: FLOW AROUND A TRAIN[4]
Hem
ida
&K
rajn
ović
,2006
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 6 / 58
SEPARATING FLOWS
Wall
TIME-AVERAGED flow and INSTANTANEOUS flow
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 7 / 58
SEPARATING FLOWS
Wall
TIME-AVERAGED flow and INSTANTANEOUS flow
In average there is backflow (negative velocities). Instantaneous,
the negative velocities are often positive.
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 7 / 58
SEPARATING FLOWS
Wall
TIME-AVERAGED flow and INSTANTANEOUS flow
In average there is backflow (negative velocities). Instantaneous,
the negative velocities are often positive.
How easy is it to model fluctuations that are as large as the mean
flow?
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 7 / 58
SEPARATING FLOWS
Wall
TIME-AVERAGED flow and INSTANTANEOUS flow
In average there is backflow (negative velocities). Instantaneous,
the negative velocities are often positive.
How easy is it to model fluctuations that are as large as the mean
flow?
Is it reasonable to require a turbulence model to fix this?
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 7 / 58
SEPARATING FLOWS
Wall
TIME-AVERAGED flow and INSTANTANEOUS flow
In average there is backflow (negative velocities). Instantaneous,
the negative velocities are often positive.
How easy is it to model fluctuations that are as large as the mean
flow?
Is it reasonable to require a turbulence model to fix this?
Isn’t it better to RESOLVE the large fluctuations?
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 7 / 58
NEAR-WALL TREATMENT
Biggest problem with LES: near walls, it requires very fine mesh in
all directions, not only in the near-wall direction.
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 8 / 58
NEAR-WALL TREATMENT
Biggest problem with LES: near walls, it requires very fine mesh in
all directions, not only in the near-wall direction.
The reason: violent violent low-speed outward ejections and
high-speed in-rushes must be resolved (often called streaks).
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 8 / 58
NEAR-WALL TREATMENT
Biggest problem with LES: near walls, it requires very fine mesh in
all directions, not only in the near-wall direction.
The reason: violent violent low-speed outward ejections and
high-speed in-rushes must be resolved (often called streaks).
A resolved these structures in LES requires ∆x+ ≃ 100,∆y+min ≃ 1 and ∆z+ ≃ 30
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 8 / 58
NEAR-WALL TREATMENT
Biggest problem with LES: near walls, it requires very fine mesh in
all directions, not only in the near-wall direction.
The reason: violent violent low-speed outward ejections and
high-speed in-rushes must be resolved (often called streaks).
A resolved these structures in LES requires ∆x+ ≃ 100,∆y+min ≃ 1 and ∆z+ ≃ 30
The object is to develop a near-wall treatment which models the
streaks (URANS) ⇒ much larger ∆x and ∆z
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 8 / 58
NEAR-WALL TREATMENT
Biggest problem with LES: near walls, it requires very fine mesh in
all directions, not only in the near-wall direction.
The reason: violent violent low-speed outward ejections and
high-speed in-rushes must be resolved (often called streaks).
A resolved these structures in LES requires ∆x+ ≃ 100,∆y+min ≃ 1 and ∆z+ ≃ 30
The object is to develop a near-wall treatment which models the
streaks (URANS) ⇒ much larger ∆x and ∆z
In the presentation we use Hybrid LES-RANS for which the grid
requirements are much smaller than for LES
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 8 / 58
NEAR-WALL TREATMENT
from Hinze (1975)
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 9 / 58
NEAR-WALL TREATMENT
0 1 2 3 4 5 6
Z
0
0.5
1
1.5
x
z
Fluctuating streamwise velocity at y+ = 5. DNS of channel flow.
We find that the structures in the spanwise direction are very
small which requires a very fine mesh in z direction.
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 10 / 58
HYBRID LES-RANS
Near walls: a RANS one-eq. k or a k − ω model.In core region: a LES one-eq. kSGS model.
y
x
Interface
wall
wall
URANS
URANS
LES
y+ml
• Location of interface either pre-defined or automatically computed
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 11 / 58
MOMENTUM EQUATIONS
• The Navier-Stokes, time-averaged in the near-wall regions andfiltered in the core region, reads
∂ūi∂t
+∂
∂xj
(ūi ūj
)= βδ1i −
1
ρ
∂p̄
∂xi+
∂
∂xj
[
(ν + νT )∂ūi∂xj
]
νT = νt , y ≤ yml
νT = νsgs, y ≥ yml
• The equation above: URANS or LES? Same boundary conditions ⇒same solution!
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 12 / 58
TURBULENCE MODEL
• Use one-equation model in both URANS region and LES region.
∂kT∂t
+∂
∂xj(ūjkT ) =
∂
∂xj
[
(ν + νT )∂kT∂xj
]
+ PkT − Cεk
3/2T
ℓ
PkT = 2νT S̄ij S̄ij , νT = Ckℓk1/2T
LES-region: kT = ksgs, νT = νsgs, ℓ = ∆ = (δV )1/3
URANS-region: kT = k , νT = νt ,ℓ ≡ ℓRANS = 2.5n[1 − exp(−Ak
1/2y/ν)], Chen-Patel model (AIAAJ. 1988)
Location of interface can be defined by min(0.65∆, y),∆ = max(∆x ,∆y ,∆z)
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 13 / 58
STANDARD HYBRID LES-RANS
• Coarse mesh: ∆x+ = 2∆z+ = 785. δ/∆x ≃ 2.5, δ/∆z ≃ 5.
101
102
103
0
5
10
15
20
25
30
y+
U+
0 0.5 1 1.5 20
0.2
0.4
0.6
0.8
1
x
B(x)
standard LES-RANS;
DNS; LES
◦ 0.4 ln(y+) + 5.2B(x) =
〈u(x0)u(x − x0)〉
urmsurms
• Too high velocity because too low shear stress
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 14 / 58
WAYS TO IMPROVE THE RANS-LES METHOD[5, 6, 7]
The reason is that LES region is supplied with bad boundary (i.e.
interface) conditions by the URANS region.
The flow going from the RANS region into the LES region has no
proper turbulent length or time scales
New approach: Synthesized isotropic turbulent fluctuations are
added as momentum sources at the interface.
The superimposed fluctuations should be regarded as forcing
functions rather than boundary conditions.
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 15 / 58
FORCING FLUCTUATIONS ADDED AT THE INTERFACE
• Object: to trig the momentum equations into resolving large-scaleturbulence
u′f , v′f , w
′f
x
y
URANS region
LES region
wall
interface
y+ml
• For more info, see Davidson at al. [5, 7]
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 16 / 58
IMPLEMENTATION
u′f
v ′f
An Interface
Control Volume
LES
URANS
Fluctuations u′f , v′f ,w
′f are added as sources in all three
momentum equations. The source is
−γρu′i ,f u′2,f An = −γρu
′i ,f u
′2,f V/∆y (An=area, V=volume of the C.V.)
The source is scaled with γ = kT/ksynt
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 17 / 58
INLET BOUNDARY CONDITIONS
Uinlet constant in time; uinlet function of time.
0 5 10 15 20 250
0.2
0.4
0.6
0.8
1
Uin(y)
y
U
uin(y , t0)
0 20 40 60 80 100
u(x , y0, t0)
x
xE
Left: Inlet boundary profiles
Right: Evolution of u velocity depending of type of inlet B.C.
• With steady inlet B.C., u gets turbulent first at x = xE .
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 18 / 58
EMBEDDED LES (BLUFF BODY FLOWS)
Uin+u′i (t)
Uout
Uout
Steady RANS
Steady RANS
LES
Uin+u′i (t) used as B.C. for LES in the inner region.
Examples of inner region: external mirror of a car; a flap/slat; a
detail of a landing gear. Often in connection with aero-acoustics.
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 19 / 58
INLET BOUNDARY CONDITIONS VS. FORCING
Inlet
Ub(y)
y
u′(y , t)
URANS region
LES region
x
Ub(xi , t)u′(xi , t)
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 20 / 58
FULLY DEVELOPED CHANNEL FLOW (PERIODIC IN x )
101
102
103
0
5
10
15
20
25
30
y+
U+
0 0.2 0.4 0.6 0.8 1−1
−0.8
−0.6
−0.4
−0.2
0
uv +
y/h
no forcing; forcing (isotropic fluctuations)
◦ 0.4 ln(y+) + 5.2
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 21 / 58
DIFFUSER[5]
Instantaneous inlet data from channel DNS used.
Domain: −8 ≤ x ≤ 48, 0 ≤ yinlet ≤ 1, 0 ≤ z ≤ 4.
xmax = 40 gave return flow at the outlet
Grid: 258 × 66 × 32.
Re = UinH/ν = 18 000, angle 10o
The grid is much too coarse for LES (in the inlet region
∆z+ ≃ 170)
Matching plane fixed at yml at the inlet. In the diffuser it is located
along the 2D instantaneous streamline corresponding to yml .
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 22 / 58
DIFFUSER GEOMETRY. Re = 18 000, ANGLE 10oH = 2δ
7.9H
21H
29H
4H
4.7H
periodicb.c.
convective outlet b.c.
no-slip b.c.
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 23 / 58
DIFFUSER: RESULTS WITH LES• Velocities. Markers: experiments by Buice & Eaton (1997)
x = 3H 6 14 17 20 24H
x/H = 27 30 34 40 47Hwww.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 24 / 58
DIFFUSER: RESULTS WITH NEW RANS-LESx = 3H 6 14 17 20 24H
x/H = 27 30 34 40 47H
forcing; no forcingwww.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 25 / 58
DIFFUSER: RESULTS WITH NEW RANS-LES
0 0.5 1 1.5
x = −H
−0.5 0 0.5 1−0.5
0
0.5
1
x = 3H
−0.5 0 0.5 1−1.5
−1
−0.5
0
0.5
1
x = 6H
forcing; no forcing
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 26 / 58
SHEAR STRESSES (×2 IN LOWER HALF)x = 3H 6 13 19 23H
x/H = 26 33 40 47H
resolved; modelledwww.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 27 / 58
RANS-LES: νt/νx = 3H 6 14 17 20 24H
x/H = 27 30 34 40 47H
forcing; without forcing
At x = 24H, νT ,max/ν ≃ 450
At x = −7H νT ,max/ν ≃ 11
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 28 / 58
RANS-LES: LOCATION OF MATCHING LINE
• Location of matching line. It is defined along 2D instantaneousstreamline (defined by mass flow).
Ub,in,kyml ,in,k∆z =
jml,i,k∑
2
(ūeAe,x + v̄eAe,y )
This approach has successfully been used for asymmetric plane
diffuser as well as 3D hill (Simpson & Byun)
Other option: min(0.65∆, y), ∆ = max(∆x ,∆y ,∆z)
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 29 / 58
3D-HILL
3.2H
L2
W
δ = 0.5H
L1
H
outlet B.C.
xz
y
Inlet B.C.
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 30 / 58
NUMERICAL METHOD
Implicit, finite volume (collocated),
Central differencing in space and time (Crank-Nicolson (α = 0.6))
Efficient multigrid solver for the pressure Poisson equation
CPU/time step 25 seconds on a single AMD Opteron 244
Time step ∆tUin/H = 0.026. Mesh 160 × 80 × 128
8 000 + 8 000 time steps for fully developed+averaging (10 + 10through flow or T ∗ = TUb/H = 200 + 200)
One simulation (8 000 + 8 000) takes one week
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 31 / 58
SYMMETRY PLANE z = 0
0 0.5 1 1.5 2
0
0.5
1
y/H
x/H
Exp
eri
me
nts
Hyb
rid
LE
S-R
AN
S
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 32 / 58
3D HILL: RANS
X
-1 0 1 2 3 4
0
1
Exp
eri
me
nts
RA
NS
,S
ST
• Similar results obtained with all other RANS models (k − ω, Low-ReRSM, EARSM, SA-model etc) [9].
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 33 / 58
STREAMWISE PROFILES AT x = 3.69H [8]
0 0.5 10
0.2
0.4
0.6
0.8
1
U/Uin
z/H = 0
0 0.5 1
−0.16
0 0.5 1
U/Uin
−0.49
0 0.5 1
−0.81
0 0.5 1
U/Uin
−1.14
0 0.5 1
−1.47
0 0.5 1
U/Uin
−1.79
Hybrid LES-RANS; ◦ Experiments
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 34 / 58
SECONDARY VELOCITY VECTORS AT x = 3.69H
−2.5 −2 −1.5 −1 −0.5 00
0.5
1
y/H
Hybrid LES-RANS
−2.5 −2 −1.5 −1 −0.5 00
0.5
1
y/H
z/H
Expts
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 35 / 58
SECONDARY VELOCITY VECTORS AT x = 3.69H
−2.5 −2 −1.5 −1 −0.5 00
0.5
1
y/H
RANS, SST
−2.5 −2 −1.5 −1 −0.5 00
0.5
1
y/H
z/H
Expts
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 36 / 58
RANS SST: STREAMWISE PROFILES AT x = 3.69H
0 0.5 10
0.2
0.4
0.6
0.8
1
U/Uin
yH
z/H = 0
0 0.5 1
−0.16
0 0.5 1
U/Uin
−0.49
0 0.5 1
−0.81
0 0.5 1
U/Uin
−1.14
0 0.5 1
−1.47
0 0.5 1
U/Uin
−1.79
RANS-SST; ◦ Experiments
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 37 / 58
3D HILL: SUMMARY
All RANS models give a completely incorrect flow field
LES and hybrid LES-RANS in good agreement with expts.
Mesh sizesRANS 0.5 − 1.2 million (half of the domain)Hybrid LES-RANS 1.7 million
CPU timesRANS, EARSM 1 − 2 days 1-CPU DEC-AlphaLES-RANS 1 week (10+10 T-F)∗ 1-CPU Opteron 244
∗ T-F=Through-Flows
• Hybrid LES-RANS results in Ref. [8]
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 38 / 58
MODELLED DISSIPATION, εM• The unsteady Navier-Stokes reads
∂ūi∂t
+∂
∂xj
(ūi ūj
)= −
1
ρ
∂p̄
∂xi+
∂
∂xj
[
(ν + νT )
(∂ūi∂xj
+∂ūj∂xi
)]
The turbulent viscosity, νT , dampens the fluctuations, via the modelleddissipation, εM , which reads
εM = −τij∂ūi∂xj
= 〈2νT s̄ij s̄ij〉, τij = −2νt s̄ij +2
3δijk , s̄ij = 0.5
(∂ūi∂xj
+∂ūj∂xi
)
2000 2050 2100 2150 2200 2250 2300−2
−1.5
−1
−0.5
0
0.5
1
1.5
2
time step number
ū′=
ū−
〈ū〉
low dissipation
high dissipation
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 39 / 58
STEADY VS. UNSTEADY REGIONS
∂ūi∂t
+∂
∂xj
(ūi ūj
)= −
1
ρ
∂p̄
∂xi+
∂
∂xj
[
(ν + νT )
(∂ūi∂xj
+∂ūj∂xi
)]
• OBJECT:
In regions of fine grid: turbulence resolved by ū′i , i.e.∂ūi∂t
In regions of coarse grid: turbulence modelled by νT
• PROBLEM: in fine-grid regions, νT increases too much which kills ū′i
• SOLUTION: when ū′i starts to grow, reduce νT
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 40 / 58
VON KÁRMÁN LENGTH SCALE
0 5 10 15 200
0.2
0.4
0.6
0.8
1
ū
yLvk ,1D
Lvk ,3D
Lvk ,1D = κ∂〈ū〉/∂y
∂2〈ū〉/∂y2
LvK ,3D = κs̄
|U ′′|, s̄ = (2s̄ij s̄ij)
1/2
U ′′ =
(∂2ūi∂xj∂xj
∂2ūi∂xj∂xj
)0.5
• The von Kármán detects unsteadiness (i.e. resolved turbulence, ū′i )and reduces the length scale
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 41 / 58
THE SAS TURBULENCE MODEL[10, 11, 12]
Dk
Dt−
∂
∂xj
[(
ν +νtσk
)∂k
∂xj
]
= νt s̄2 − c1kω
Dω
Dt−
[(
ν +νtσω
)∂ω
∂xj
]
︸ ︷︷ ︸
transport
= c2s̄2 − c3ω
2 + PSAS
νt = c4k
ω, PSAS = c5
L
LvK ,3D, LvK ,3D = c6
s̄
U ′′
• Fine grid ⇒ unsteadiness ⇒ small LvK ,3D ⇒ large PSAS ⇒ large ω ⇒small k and low νt
• SAS: Scale-Adapated Simulation
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 42 / 58
SAS: EVALUATION FROM DNS CHANNEL DATA
• Reτ = 500, ∆x+ = 50, ∆z+ = 12, y+min = 0.3
0 0.2 0.4 0.6 0.8 10
0.05
0.1
0.15
0.2
0.25
0.3
0 100 200 300 400 500
y/δ
y+
κ〈s̄/U ′′〉 κ∣∣∣
∂〈U〉/∂y∂2〈U〉/∂y2
∣∣∣ (∆V )1/3 ◦ ∆y
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 43 / 58
DOMAIN, Reτ = uτδ/ν = 2000 (Reb ≃ 80 000)
inle
t
ou
tlet
2δ
x
y
100δ
• 256 × 64 × 32 (x , y , z) cells. zmax = 6.3δ, ∆x+ ≃ 785, ∆z+ ≃ 393.
• δ/∆z ≃ 5, δ/∆x ≃ 2.5
• MODELS: SAS and no SAS
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 44 / 58
CHANNEL WITH INLET-OUTLET
• Synthesized inlet fluctuations (U ′)m, (V ′)m, (W ′)m with time scaleT = 0.2δ/uτ and length scale L = 0.1δ.
• The streamwise fluctuations are superimposed to a mean profileobtained from 1D channel flow with k − ω model
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 45 / 58
MEAN VELOCITY
101
102
103
0
5
10
15
20
25
30
y
SAS
101
102
103
0
5
10
15
20
25
30
no SAS
y
x = 3δ x = 23δ x = 98δ
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 46 / 58
RESOLVED URMS
0 0.2 0.4 0.6 0.8 10
1
2
3
4
y
SAS
0 0.2 0.4 0.6 0.8 10
0.5
1
1.5
2
2.5
3
3.5
4
no SAS
y
x = 3δ x = 23δ x = 98δ
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 47 / 58
PEAK RESOLVED FLUCTUATIONS
0 20 40 60 80 100
0
1
2
3
4
5
6
x
SAS
0 20 40 60 80 100
0
1
2
3
4
5
6
no SAS
x
max {〈u′v ′〉} max {urms} max {wrms} ◦ max {vrms}
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 48 / 58
TURBULENT VISCOSITY 〈νt〉/ν
0 0.2 0.4 0.6 0.8 10
50
100
150
200
250
300
y
SAS
0 0.2 0.4 0.6 0.8 10
50
100
150
200
250
300
no SAS
y
x = 3δ x = 23δ x = 98δ ▽ 1D k − ω
www.tfd.chalmers.se/˜lada LES course, 19-21 Oct 2009 49 / 58
EVALUATION OF THE SECOND DERIVATIVE
• Option I: (used) compute the first derivatives at the faces
(∂u
∂y
)
j+1/2
=uj+1 − uj
∆y,
(∂u
∂y
)
j−1/2
=uj − uj−1
∆y
⇒
(∂2u
∂y2
)
j
=uj+1 − 2uj + uj−1
(∆y)2+
(∆y)2
12
∂4u
∂y4
• Option II: compute the first derivatives at the centre
(∂u
∂y
)
j+1
=uj+2 − uj
2∆y,
(∂u
∂y
)
j−1
=uj − uj−2
2∆y
⇒
(∂2u
∂y2
)
j
=uj+2 − 2uj + uj−2
4(∆y)2+
(∆y)2
3
∂4u
∂y4
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SECOND DERIVATIVES
0 20 40 60 80 100
0
1
2
3
4
5
6
x
SAS: Option I
0 20 40 60 80 100
0
1
2
3
4
5
6
SAS: Option II
x
max {〈u′v ′〉} max {urms} max {wrms} ◦ max {vrms}
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SAS: CONCLUSIONS
SAS: A model which controls the modelled dissipation, εM , hasbeen presented
It detects unsteadiness and then reduces εM
In this way the model let the equations resolve the turbulence
instead of modelling it
The results is improved accuracy because of less modelling
More details in [13]
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CONCLUSIONS
Flows with large turbulence fluctuations difficult to model with
RANS models because u′ ≃ ū
Unsteady methods (URANS, DES, SAS, Hybrid LES-RANS, LES)
are increasingly being used in universities as well as in industry
LES is a suitable method for bluff body flows
Methods based on a mixture of LES and RANS are likely to be the
methods of the future
For boundary layers (Rex → ∞) some kind of forcing neededwhen going from (U)RANS region to LES region
Fluctuating inlet boundary conditions can be regarded as a
special case of forcing
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REFERENCES I
S. Krajnović and L. Davidson.
Large eddy simulation of the flow around a bluff body.
AIAA Journal, 40(5):927–936, 2002.
S. Krajnović and L. Davidson.
Numerical study of the flow around the bus-shaped body.
Journal of Fluids Engineering, 125:500–509, 2003.
S. Krajnović and L. Davidson.
Flow around a simplified car. part II: Understanding the flow.
Journal of Fluids Engineering, 127(5):919–928, 2005.
H. Hemida and S. Krajnović.
LES study of the impact of the wake structures on the
aerodynamics of a simplified ICE2 train subjected to a side wind.
In Fourth International Conference on Computational Fluid
Dynamics (ICCFD4), 10-14 July, Ghent, Belgium, 2006.
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REFERENCES II
L. Davidson and S. Dahlström.
Hybrid LES-RANS: An approach to make LES applicable at high
Reynolds number.
International Journal of Computational Fluid Dynamics,
19(6):415–427, 2005.
S. Dahlström and L. Davidson.
Hybrid RANS-LES with additional conditions at the matching
region.
In K. Hanjalić, Y. Nagano, and M. J. Tummers, editors, Turbulence
Heat and Mass Transfer 4, pages 689–696, New York, Wallingford
(UK), 2003. begell house, inc.
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REFERENCES III
L. Davidson and M. Billson.
Hybrid LES/RANS using synthesized turbulent fluctuations for
forcing in the interface region.
International Journal of Heat and Fluid Flow, 27(6):1028–1042,
2006.
L. Davidson and S. Dahlström.
Hybrid LES-RANS: Computation of the flow around a
three-dimensional hill.
In W. Rodi and M. Mulas, editors, Engineering Turbulence
Modelling and Measurements 6, pages 319–328. Elsevier, 2005.
W. Haase, B. Aupoix, U. Bunge, and D. Schwamborn, editors.
FLOMANIA: Flow-Physics Modelling – An Integrated Approach,
volume 94 of Notes on Numerical Fluid Mechanics and
Multidisciplinary Design.
Springer, 2006.
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REFERENCES IV
F. R. Menter, M. Kuntz, and R. Bender.
A scale-adaptive simulation model for turbulent flow prediction.
AIAA paper 2003–0767, Reno, NV, 2003.
F. R. Menter and Y. Egorov.
Revisiting the turbulent length scale equation.
In IUTAM Symposium: One Hundred Years of Boundary Layer
Research, Göttingen, 2004.
F. R. Menter and Y. Egorov.
A scale-adaptive simulation model using two-equation models.
AIAA paper 2005–1095, Reno, NV, 2005.
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REFERENCES V
L. Davidson.
Evaluation of the SST-SAS model: Channel flow, asymmetric
diffuser and axi-symmetric hill.
In ECCOMAS CFD 2006, September 5-8, 2006, Egmond aan Zee,
The Netherlands, 2006.
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