Environmental Engineering Reference
In-Depth Information
where
M
mn
=
M
m
M
n
,
M
m
and
M
n
are the normal square of the two eigenfunction
sets
, respectively. Finally, the solution of PDS (4.25) is, by
the solution structure theorem,
{
sin
α
m
x
}
and
{
cos
β
n
y
}
1
τ
W
ϕ
(
t
0
+
∂
u
=
x
,
y
,
t
)+
W
ψ
(
x
,
y
,
t
)+
W
f
τ
(
x
,
y
,
t
−
τ
)
d
τ
,
∂
t
0
,
τ
)
τ
0
.
Example 2.
Find the solution of Eq. 4.28
⎧
⎨
where
f
τ
=
f
(
x
,
y
a
2
u
t
+
τ
0
u
tt
=
Δ
u
+
f
(
x
,
y
,
t
)
,
D
×
(
0
,
+
∞
)
,
u
(
0
,
y
,
t
)=
u
x
(
l
1
,
y
,
t
)=
0
,
(4.29)
⎩
u
y
(
x
,
0
,
t
)=
u
y
(
x
,
l
2
,
t
)=
0
,
u
(
x
,
y
,
0
)=
ϕ
(
x
,
y
)
,
u
t
(
x
,
y
,
0
)=
ψ
(
x
,
y
)
.
Solution.
We first find the Green function
G
(
x
,
ξ
;
y
,
η
;
t
−
τ
)
satisfying
⎧
⎨
a
2
G
t
+
τ
0
G
tt
=
Δ
G
,
D
,
0
<
τ
<
t
<
+
∞
,
G
y
y
=
0
=
G
y
y
=
l
2
,
G
|
x
=
0
=
G
x
|
x
=
l
1
=
.
(4.30)
⎩
−
η
)
τ
0
G
|
t
=
τ
=
0
,
G
t
|
t
=
τ
=
δ
(
x
−
ξ
,
y
.
Based on the given boundary conditions in (4.30), we use the eigenfunctions in
Rows 2 and 5 in Table 2.1 to expand
+
∞
m
,
n
=
0
T
mn
(
t
)
sin
(
2
m
+
1
)
π
x
cos
n
π
y
l
2
,
G
=
2
l
1
where
T
mn
(
t
)
is the undetermined function. Substituting it into the equation of (4.30)
leads to
(
2
a
2
T
mn
=
2
n
2
m
+
1
)
π
π
l
2
τ
0
T
mn
+
T
mn
+
+
0
.
2
l
1
Its general solution reads
t
−
τ
2
e
−
T
mn
(
t
)=
[
a
mn
cos
γ
(
t
−
τ
)+
b
mn
sin
γ
(
t
−
τ
)]
,
τ
0
mn
mn
where
a
mn
and
b
mn
are the undertermined constants, and
4
(
2
a
2
2
n
1
2
2
m
+
1
)
π
π
l
2
γ
mn
=
τ
0
+
−
1
.
τ
2
l
1
0
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