Environmental Engineering Reference
In-Depth Information
When
f
(
x
,
t
)=
δ
(
x
−
x
0
,
t
−
t
0
)
,
t
l
u
=
G
(
x
,
ξ
,
t
−
τ
)
δ
(
ξ
−
x
0
,
τ
−
t
0
)
d
ξ
d
τ
=
G
(
x
,
x
0
,
t
−
t
0
)
0
0
(
,
,
−
)
is thus the temperature distribution in a heat-conduction rod that is
due to a source term (the nonhomogeneous term
f
G
x
x
0
t
t
0
(
x
,
t
)
in the equation) of the unit
δ
−
or the temperature distribution caused by a unit point
source at time instant
t
0
and spatial point
x
0
. Therefore,
u
function
δ
(
x
−
x
0
,
t
−
t
0
)
=
G
(
x
,
ξ
,
t
−
τ
)
satisfies
⎧
⎨
a
2
G
xx
+
δ
(
G
t
=
x
−
ξ
,
t
−
τ
)
,
0
<
x
<
l
,
0
<
τ
<
t
<
+
∞
,
G
|
x
=
0
=
G
|
x
=
l
=
0
,
⎩
G
|
t
=
τ
=
0
.
The solution of PDS (3.4) is, by the principle of superposition, the sum of
Eqs. (3.5) and (3.6).
Boundary Condition of the Second Kind
Find the solution of PDS
⎧
⎨
a
2
u
xx
+
u
t
=
f
(
x
,
t
)
,
(
0
,
l
)
×
(
0
,
+
∞
)
,
u
x
(
0
,
t
)=
u
x
(
l
,
t
)=
0
,
(3.7)
⎩
u
(
x
,
0
)=
ϕ
(
x
)
.
Solution.
It follows from the corresponding solution of the wave equation in Sec-
tion 2.2.2 that the solution of PDS (3.7) is, for the case
f
(
x
,
t
)=
0,
⎧
⎨
a
0
2
+
+
∞
k
=
1
a
k
e
−
(
2
t
cos
k
π
x
k
π
a
)
=
u
W
ϕ
(
x
,
t
)=
,
l
l
(3.8)
l
0
ϕ
(
2
l
cos
k
π
x
⎩
a
k
=
x
)
d
x
,
k
=
0
,
1
,
2
, ··· .
l
Therefore, the solution structure theorem yields the solution of PDS (3.7) for the
case
ϕ
(
)=
x
0,
t
t
l
u
=
W
f
τ
(
x
,
t
−
τ
)
d
τ
=
G
(
x
,
ξ
,
t
−
τ
)
f
(
ξ
,
τ
)
d
ξ
d
τ
.
(3.9)
0
0
0
Here the
Green function
is
+
∞
k
=
1
1
l
+
2
−
τ
)
cos
k
πξ
l
cos
k
π
x
2
l
e
−
(
k
π
a
l
)
(
t
G
(
x
,
ξ
,
t
−
τ
)=
.
l
The solution of PDS (3.7) is thus the sum of Eqs. (3.8) and (3.9).
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