Environmental Engineering Reference
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and
Δ
)+
λ
(
1
)
v
v
(
r
,
θ
,
z
(
r
,
θ
,
z
)=
0
,
(
r
,
θ
,
z
)
∈
Ω
,
(6.117)
L
(
v
,
v
r
,
v
z
)
|
∂Ω
=
0
,
v
(
r
,
θ
+
2
π
,
z
)=
v
(
r
,
θ
,
z
)
.
λ
(
2
)
as the sepa-
Let
v
=
V
(
r
,
θ
)
Z
(
z
)
. Substituting this into Eq. (6.117) yields, with
ration constant,
Z
(
Δ
V
(
r
,
θ
)
z
)
)
−
λ
(
1
)
=
−
λ
(
2
)
.
,
θ
)
=
−
V
(
r
Z
(
z
Thus we have
,
θ
)+
λ
(
2
)
V
Δ
V
(
r
(
r
,
θ
)=
0
,
0
<
r
<
a
,
(6.118)
L
(
V
,
V
r
)
|
r
=
a
=
0
,
V
(
r
,
θ
+
2
π
)=
V
(
r
,
θ
)
.
and
Z
(
)+
λ
(
3
)
Z
,
λ
(
3
)
=
λ
(
1
)
−
λ
(
2
)
,
z
(
z
)=
0
(6.119)
L
(
Z
,
Z
z
)
|
z
=
0
=
0
,
L
(
Z
,
Z
z
)
|
z
=
H
=
0
.
The solution of the former is available in Section 4.3.2
V
mn
(
r
,
θ
)=
J
n
(
k
mn
r
)(
a
mn
cos
n
θ
+
b
mn
sin
n
θ
)
,
(
n
m
are determined by Eq. (6.97),
where
a
mn
and
b
mn
are constants, the
μ
a
0
2
μ
(
n
)
λ
(
2
)
=
k
mn
=
/
,
m
=
1
,
2
, ··· ,
n
=
0
,
1
,
2
, ··· .
(6.120)
m
There are a total of nine combinations of boundary conditions in Eq. (6.119). Let
λ
(
3
)
=
λ
2
k
stand for the eigenvalues and eigenfunctions of Eq. (6.119),
which are available in Table 2.1. Substituting
and
Z
k
(
z
)
λ
(
1
)
=
λ
(
2
)
+
λ
(
3
)
=
k
mn
+
λ
2
k
into
(
)
Eq. (6.116) leads to the
T
t
-equation
1
τ
0
+
k
B
2
T
mnk
(
k
mn
+
λ
k
mn
+
λ
k
A
2
T
mnk
(
T
mnk
(
t
)+
t
)+
t
)=
0
.
(6.121)
Its characteristic roots read
1
τ
0
+(
1
τ
0
+(
B
2
B
2
2
k
mn
+
λ
k
k
mn
+
λ
2
k
mn
+
λ
2
A
2
−
)
±
k
)
−
4
(
k
)
r
1
,
2
=
2
=
α
mnk
±
β
mnk
i
.
(6.122)
e
α
mnk
t
Thus
T
mnk
(
t
)=
(
c
mnk
cos
β
mnk
t
+
d
mnk
sin
β
mnk
t
)
.
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