Environmental Engineering Reference
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ˆ ijk = ˆ(
x i ,
y j ,
z k ),
u ijk =
(
x i 1 / 2 ,
y j ,
z k ),
v ijk =
(
x i ,
y j 1 / 2 ,
z k )
u
v
w ijk =
w
(
x i ,
y j ,
z k 1 / 2 ), μ k = μ(
z k ),
v ijk =
v
(
x i ,
y j ,
z k 1 / 2 )
The second-order discrete approximation of the operators A i and continuity
Eq. ( 2.11 ) have the following form (invariable indices i , j , k are omitted)
μ k ˆ i + 1
ˆ i + ˆ i 1
A 1 ˆ
u i + 1 ˆ i + 1
u i ˆ i 1
2
+ ˃ˆ i
3
ijk =
(2.40)
2
ʔ
x
x
)
2
μ k ˆ j + 1
ˆ j + ˆ j 1
A 2 ˆ
2
v j + 1 ˆ j + 1
v j ˆ j 1
+ ˃ˆ j
3
ijk =
(2.41)
2
2
ʔ
y
y
)
A 3 ˆ
ijk =
w k + 1 ˆ k + 1
w k ˆ k 1
μ k + 1 k + 1 ˆ k ) μ k k ˆ k 1 )
+ ˃ˆ k
3
(2.42)
2
2
ʔ
z
z
)
(
u i + 1
u i )
+ (
v j + 1
v j )
+ (
w k + 1
w k )
=
0
(2.43)
ʔ
x
ʔ
y
ʔ
z
A i )
We immediately obtain the form of adjoint operators
(
if we substitute u ,
v ,
w , and g , respectively. To show how the
boundary conditions are discretised, we give only one example (see [ 41 ]formore
details). Let u ijk be a positive value of the u -component of the velocity at the left
boundary point M
w , and
ˆ
in ( 2.40 )-( 2.43 )by
u ,
v ,
0, i.e.,
the point M belongs to S , and conditions ( 2.8 ) and ( 2.22 ) are approximated as
= (
x 1 / 2 ,
y j ,
z k )
of the grid domain. Then, U n =−
u 1 jk <
μ k 0 jk ˆ 1 jk )
ʔ
u 1 jk 0 jk ˆ 1 jk )
2
=
0
,
g 0 jk =
g 1 jk
(2.44)
x
and A i are positive
3), the discrete operators A i
Thus, for any i ( i
=
1
,
2
,
semidefinite, and they are skew-symmetric if
μ = ˃ =
0 and S is the coast line
( U n =
0 everywhere at S ).
The problems ( 2.4 )-( 2.11 ) and ( 2.18 )-( 2.24 ) are solved in time with the sym-
metrized double-cycle componentwise splitting method by Marchuk [ 23 , 41 ], i.e.,
within each double time step interval
(
t n ʔ
t
,
t n + ʔ
t
)
themain and adjoint numerical
schemes have the form
n
n
n
3
i
4
i
=− 2 A i
3
i
ʦ
ʦ
ʦ
3
3
3
n
4
i
+ ʦ
(
i
=
1
,
2
)
3
 
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