23
jV-waves
Fig. 5.1.5: N-wave (Bryant 2001, Fig. 2.4).
However, this too does not always approximate a tsunami correctly. During slope failures the
period of seabed motion is relatively long, and the initial phase of the tsunami is described
adequately by hydrostatic theory. Model computations have shown that in this case a wave
crest comes first, followed by a seaward wave trough (Ward 2002). Solitary waves may then
form in the closer far field (Rubino et al. 1998).
Summarising the above, it may at best be possible in limited evolution phases of a tsunami to
describe it analytically as a single wave or wave train. In the following, different wave
theories, in conjunction with other model concepts and simulation results, will continue to be
used to discuss the propagation and modification of a tsunami travelling into shallow-water
areas like the North Sea.
5.2 Propagation and modification in the deep ocean
Especially the impulse-type excursion of the water surface following an earthquake does not
constitute a solution in analytical wave theory. If it is interpreted as a linear superposition of
simple waves, the individual waves propagate in all directions with their specific phase
velocities. In the deep ocean, part of the spectrum will be short waves. Short waves
(h/L> 0.25) have a period-dependent phase velocity gT short /In. Short partial waves with
small periods thus lag behind waves with greater periods. This process is called frequency
dispersion. It weakens the primary signal of a tsunami. According to this theory, the dominant
long-wave signal (h/L < 0.05) propagates in a dispersion-free way, i.e. with a velocity ^fgh
that is only depth dependent.
Fig. 5.2.1 shows a tsunami as the solution to linear Boussinesq equations. It is part of a two-
dimensional, frictionless computation by Pedersen (10.5: PEDpT), which will be used in the
following to demonstrate important evolution phases of an exemplary tsunami.
DISPERSION DISPERSION
Fig. 5.2.1 Initial phase of the propagation (right) of an impulse-type signal (left) in the deep
ocean (linear Boussinesq equations, ;/ surface elevation, h undisturbed water depth,
10.5: PEDpT).