Environmental Engineering Reference
In-Depth Information
2
m
Fig. 6.3
|
Γ
m
(
t
)
|
at
the critically-damped oscillation and
ψ
> −
ω
m
φ
m
ψ
m
(after Xu and
Wang 2002)
however,
as
t
increases from 0 to
t
m
and then decreases monotonically (Fig. 6.3). Therefore, although the temperature
field does not oscillate, its absolute value reaches the maximum value at
t
|
Γ
m
(
t
)
|
first increases from
φ
m
to Max
[
|
Γ
m
(
t
)
|
]
=
>
t
m
0
=
rather than at the initial time instant
t
0.
Overdamped Oscillation
For this case (
ζ
m
>
1),
λ
1
,
2
=
ω
m
1
m
−
ζ
m
±
ζ
−
.
(6.234)
Thus the solution of Eq. (6.215) subject to Eq. (6.214) is
ψ
ω
m
+
φ
m
1
e
ω
m
t
√
ζ
m
e
−
ζ
m
ω
m
t
2
m
Γ
m
(
t
)=
ζ
m
+
ζ
m
−
m
ζ
−
1
ω
m
+
φ
m
1
e
−
ω
m
t
√
ζ
1
−
ψ
m
m
−
m
+
−
ζ
m
+
ζ
−
.
(6.235)
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