Environmental Engineering Reference
In-Depth Information
For two-dimensional cases, let
u
t
(
M
,
0
)=
ψ
(
x
,
y
)
. By Eq. (5.67), we obtain
u
0
(
M
,
t
)=
W
ψ
(
x
,
y
,
t
)
c
h
A
2
2
2
t
(
At
)
−
(
x
−
ξ
)
−
(
y
−
η
)
1
e
−
=
2
τ
0
ψ
(
ξ
,
η
)
d
ξ
d
η
.
2
π
A
2
2
2
(
At
)
−
(
x
−
ξ
)
−
(
y
−
η
)
D
At
Denote
∂
∂
t
Δ
u
0
=
f
1
(
x
,
y
,
t
)
. By Eq. (6.207), we have
t
u
1
(
M
,
t
)=
W
f
1τ
(
M
,
t
−
τ
)
d
τ
,
f
1τ
=
f
1
(
x
,
y
,
τ
)
.
0
Using this approach, we can also obtain
u
2
(
M
,
t
)
,
u
3
(
M
,
t
)
,
···
.
is
available in Eq. (5.120). Similar to the two-dimensional case, we can obtain the
perturbation solution of PDS (6.204)
For the three-dimensional case, let
u
t
(
M
,
0
)=
ψ
(
x
,
y
,
z
)
,
u
0
(
M
,
t
)=
W
ψ
(
M
,
t
)
O
n
+
1
2
u
2
n
u
n
u
(
M
,
t
,
ε
)=
u
0
(
M
,
t
)+
ε
u
1
(
M
,
t
)+
ε
(
M
,
t
)+
···
+
ε
(
M
,
t
)+
ε
.
In applications, we normally take the first- or second-order perturbation solution
as the approximate solution of PDS (6.204). Once the approximate solution of
PDS (6.204) is available, an approximate solution of
⎧
⎨
∂
∂
A
2
R
2
or
R
3
u
t
/
τ
0
+
u
tt
=
Δ
u
+
ε
t
Δ
u
+
f
(
M
,
t
)
,
×
(
0
,
+
∞
)
×
(
0
,
+
∞
)
,
⎩
u
(
M
,
0
)=
ϕ
(
M
)
,
u
t
(
M
,
0
)=
ψ
(
M
)
can be obtained by the solution structure theorem,
1
W
ϕ
(
t
τ
0
+
∂
u
(
M
,
t
)=
t
−
εΔ
M
,
t
)+
W
ψ
(
M
,
t
)+
W
f
τ
(
M
,
t
−
τ
)
d
τ
,
∂
0
where
f
τ
=
f
(
M
,
τ
)
.
6.10 Thermal Waves and Resonance
In this section we examine thermal oscillation and resonance described by the dual-
phase-lagging heat-conduction equations. Conditions and features of underdamped,
critically-damped and overdamped oscillations are obtained and compared with
those described by the classical parabolic heat-conduction equation and the hyper-
bolic heat-conduction equation. Also derived is the condition for thermal resonance.
Both underdamped oscillation and critically-damped oscillation cannot appear if
τ
T
is larger than
τ
0
. The modes of underdamped thermal oscillation are limited to a
region fixed by two relaxation distances for the case
τ
T
>
0, and by one relaxation
distance for the case
τ
T
=
0.
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