Environmental Engineering Reference
In-Depth Information
G b ¼ b l t
r t ðr T g Þ
ð
14
Þ
2
3 q k
2
3 l t ðr v Þ
2
2
G k ¼ l t S
r v
ð
15
Þ
where
r v is the velocity divergence, S is the strain parameter, and S is the strain
rate tensor given in Eqs. ( 16 ) and ( 17 ).
p
2S
p
2S
S T
S ¼
jj ¼
S
¼
S
ð
16
Þ
:
:
And
1
2 ðr
v T
v
þr
Þ
ð
Þ
S
¼
17
Also, the product of two tensors is described in Eq. ( 18 ).
s
:
s
¼
s ij s ji
ð
18
Þ
4.3 SST k-
ˉ
Model
The shear
model was addressed by Menter ( 1994 ) and can be
expressed as Eqs. ( 19 ) and ( 20 ):
stress transport k-
ˉ
-
Z
Z
Z
dt
q kd V
þ
q k ð v v g Þ
d a
¼
ðl þ r k l t Þr k
d a
V
A
A
Z
ðc eff G k c 0 qb f b ðx k
þ
x 0 k 0 ÞÞ
d V
V
ð
19
Þ
Z
Z
Z
d
dt
qx d V
þ
qxð v v g Þ
d a
¼
ðl þ r x l t Þrx
d a
V
A
A
Z
2
2
0
þ
ð G x qb f b ðx
x
Þþ D x Þ
d V
V
ð
20
Þ
where k 0 are the ambient turbulence values in source terms that counteract turbu-
lence decay, c eff is the effective intermittency provided by the Gamma Theta
Transition model, and c 0 ¼
½
ðc eff ;
:
Þ;
. The turbulent production G k and
G x can be written as follows in Eqs. ( 21 ) and ( 22 ).
min
max
0
1
1
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