Environmental Engineering Reference
In-Depth Information
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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