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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