Geoscience Reference
In-Depth Information
The boundary condition on the bottom, (3.6), permits to determine the coefficient
A ( p , k ):
pk
Ψ
( p , k )
A ( p , k )=
H )) ,
(3.21)
H )+ p 2 g 1
α 1 cosh(
α
(sinh(
α
α
where function
( p , k ) represents the Laplace and Fourier-Bessel transforms of
the space-time law of movements of the bottom,
Ψ
η
( x , t ):
1
2
Ψ
( p , k )=
d r
d t
η
( r , t ) rJ 0 ( kr ) exp
{−
pt
}
.
(3.22)
π
i
0
0
We shall further consider the behaviour of a free surface, the displacement of
which from its unperturbed level is expressed through the potential as follows:
g 1 F t ( r , 0 , t ) .
ξ
( r , t )=
(3.23)
With use of formula (3.20) expression (3.23) acquires the following form:
s + i
g 1
ξ
( r , t )=
d k
d pp exp
{
pt
}
J 0 ( kr ) A ( p , k ) .
(3.24)
0
s
i
3.1.3 Piston and Membrane Displacements
We shall start exposition of the peculiarities of tsunami formation in a compressible
ocean by considering the axially symmetric problem [Nosov (2000)]. As sources of
acoustic-gravity waves we choose two model displacements of the bottom: the pis-
ton and membrane displacements,
R ) θ
,
η 0 1
( t ) t
θ
( t
τ
)( t
τ
)
η 1 ( r , t )=
θ
( r
(3.25)
τ
0 1
R )
η
2 ( r , t )=
η
θ
( r
2
,
θ
( t ) t
4
θ
( t
0 , 5
τ
)( t
0 , 5
τ
)+2
θ
( t
τ
)( t
τ
)
×
(3.26)
τ
η 0 is the same throughout the entire active zone,
exhibiting a circular shape of radius R , and is zero outside this region. The duration
of the displacement is
The displacement amplitude
.
We introduce the dimensionless variables (the asterisk '*' will be dropped):
τ
k = kH ;
p = pHc 1 ;
α =
α
H ;
R = RH 1 ;
r = rH 1 ;
z = zH 1 ;
(3.27)
t = tcH 1 ;
τ =
cH 1 ;
c = c (g H ) 1 / 2 .
τ
 
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