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
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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