Environmental Engineering Reference
In-Depth Information
k
2
U
Tabl e 4 . 2
Eigenfunctions of
Δ
U
+
=
0inasphere
S-L
problem
Eigenvalues
Eigenfunctions
Normal square
Weight
function
1
2
m
2
m
=
0
,
1
, ···
(4.62)
a
m
cos
m
ϕ
+
b
m
sin
m
ϕ
a
m
+
b
m
=
0
π
,
m
=
0
1
π
,
1
m
=
1
,
2
, ···
(
n
+
m
)
!
2
P
n
(
(4.63)
n
(
n
+
1
)
cos
θ
)
,
m
≤
n
,
sin
θ
(
n
−
m
)
!
2
n
+
1
d
n
d
x
n
(
1
2
n
n
!
n
=
0
,
1
,
2
, ···
x
2
n
P
n
(
x
)=
−
1
)
d
m
P
n
(
x
)
m
2
P
n
(
x
2
x
)=(
1
−
)
d
x
m
l
a
0
2
n
=
0
,
1
,
2
, ···
j
n
r
a
0
μ
(
1
2
μ
(
1
2
)
n
+
n
+
r
2
(4.64)
,
M
nl
l
2
x
J
n
+
j
n
(
x
)=
2
(
x
)
1
Remark 3.
It can be readily shown that the solution structure theorem is also valid
in spherical coordinate systems.
Example 3.
Solve
⎧
⎨
a
2
u
t
+
τ
0
u
tt
=
Δ
u
(
r
,
θ
,
ϕ
,
t
)+
F
(
r
,
θ
,
ϕ
,
t
)
,
0
<
r
<
a
0
,
0
<
t
,
L
(
u
,
u
r
)
|
r
=
a
0
=
0
,
|
u
(
0
,
θ
,
ϕ
,
t
)
| <
∞
,
(4.65)
⎩
u
(
r
,
θ
,
ϕ
+
2
π
,
t
)=
u
(
r
,
θ
,
ϕ
,
t
)
,
u
(
r
,
θ
,
ϕ
,
0
)=
Φ
(
r
,
θ
,
ϕ
)
,
u
t
(
r
,
θ
,
ϕ
,
0
)=
Ψ
(
r
,
θ
,
ϕ
)
.
Solution.
We first seek
u
=
W
Ψ
(
r
,
θ
,
ϕ
,
t
)
, the solution for the case
F
=
Φ
=
0. After
separating variables, the
T
(
t
)
-equation reads
τ
0
T
+
T
+(
λ
nl
a
2
T
)
=
0
,
a
0
. Thus the solution of PDS (4.65) for the case
F
λ
nl
=
μ
(
2
)
n
+
where
=
Φ
=
0
l
can be written as
a
(
1
)
γ
nl
t
cos
m
∞
∑
t
2τ
0
e
−
b
(
1
)
u
=
mnl
cos
γ
nl
t
+
mnl
sin
ϕ
m
,
n
=
0
,
l
=
1
⎛
⎝
μ
(
⎞
2
)
a
(
2
)
γ
nl
t
sin
m
P
n
(
n
+
b
(
2
)
l
⎠
,
+
mnl
cos
γ
nl
t
+
mnl
sin
ϕ
cos
θ
)
j
n
r
a
0
4
1
2
where
γ
nl
=
τ
0
(
λ
nl
a
)
−
1.
2
τ
0
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