Environmental Engineering Reference
In-Depth Information
τ = t
A 2 t
2 W f τ
t
t
1
τ
W f τ
τ +
W f τ
=
d
τ +
d
0 Δ
W f τ d
τ
t
t 2
t
0
0
0
1
d
2 W f τ
t
τ 0
W f τ
t +
A 2
=
Δ
W f τ
τ +
f
(
M
,
t
)=
f
(
M
,
t
) ,
t 2
0
which indicates that u 3 satisfies the equation of PDS (4.4).
Also,
∂Ω =
∂Ω
L u 3 ,
L
u 3
t
t
W f τ d
τ ,
W f τ d
τ
n
n
0
0
L W f τ ,
∂Ω
t
W f τ
=
d
τ =
0
,
n
0
which shows that the u 3 satisfies the boundary conditions of PDS (4.4).
Finally,
t = 0 =
W f τ τ = t t = 0 =
t
0and
u 3
W f τ
u 3
(
M
,
0
)=
d
τ +
0
.
t
t
0
t
Therefore, the u 3 also satisfies the initial conditions so u 3 =
W f τ (
M
,
t
τ )
d
τ
0
0.
3. Since PDS (4.4) is linear, the principle of superposition is valid. Applying this
principle to PDS (4.4) concludes that u
is indeed the solution of PDS (4.4) at
ϕ = ψ =
=
u 1
+
u 2
+
u 3 is the solution of PDS (4.4).
Remark 1 . The solution of
a 2
u t + τ 0 u tt =
Δ
u
+
f
(
M
,
t
) ,
Ω × (
0
, + ) ,
∂Ω =
L u
,
u
(4.6)
0
,
n
u
(
M
,
0
)= ϕ (
M
) ,
u t (
M
,
0
)= ψ (
M
)
can still be written as
1
τ
W ϕ (
t
0 +
u
=
u 1 +
u 2 +
u 3 =
M
,
t
)+
W ψ (
M
,
t
)+
W f τ (
M
,
t
τ )
d
τ .
t
0
=
W ψ (
,
)
ϕ =
=
Here u 2
M
t
is
the
solution of PDS (4.6)
at
f
0;
1
W ϕ (
τ 0 +
u 1 =
M
,
t
)
is the solution of PDS (4.6) at
ψ =
f
=
0;
t
t
u 3 =
W f τ (
M
,
t
τ )
d
τ
is the solution of PDS (4.6) at
ϕ = ψ =
0. The f τ
is defined
0
1
τ
by f τ =
f
(
M
, τ )
.
0
 
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