Geoscience Reference
In-Depth Information
Equation (3.76) was approximated by the explicit finite difference scheme. At
the boundaries of the calculation region the condition of free passage was realized,
∂ξ
∂ξ
=
.
(3.77)
t ∗∗
x
and s , determining the function Q , are a result of averaging
Since the fields
Φ
t = 4, the output of the model (3.4)-(3.6) was the discrete
over the time interval
set: Q ( x , n
t ), where n = 1 , 2 , 3 ,... . In passing to resolve the problems (3.76) and
(3.77) the step in space
t ∗∗
were mad e to comply with each other as follows: within the time interval t ∗∗ f rom 0
x remained the same, while the time steps
t and
to 4 g H / c function Q ( x , 4) was in force, within the time interval from 4 g H / c
to 8 g H / c it was Q ( x , 8) and so on.
The main part of numerical experiments was carried out for values of the
dimensionless parameters, corresponding to H = 4km, L = 20, 40 and 80 km,
0 . 26 <
z = 20 m. The horizontal step
was chosen to be such that 100 nodes could occupy the length L of the source
(
τ
< 26 s. The vertical step amounted to
x = 200 , 400 and 800 m). The time step was determined by the Courant condi-
tion
t = 0 . 009 s was applied.
Figure 3.26 presents the typical time behaviour of function Q ( x ), reflecting
the action of a 'non-linear tsunami source'. The highest absolute values of Q ( x )
are not achieved immediately, but only after the passage of a certain time ( t = 8
in the example considered), upon which the intensity of the 'non-linear source'
decreases monotonously, which is explained by elastic waves leaving the region
where deformation of the ocean bottom occurred. It is important to note that the time
the non-linear source is in action noticeably exceeds the duration of the ocean bot-
tom displacement.
t <
z / c . In calculations the step
Fig. 3.26 Characteristic form of function Q ( x , t ). Curves 1-6 correspond to t = 4, 8, 12, 16,
20, 24. The source parameters:
τ
= 8s, L = 40 km, H = 4km
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