The Pacific coast of Northern Honshû is known from historic times as the region most frequently attacked by destructive seismic sea waves or Tsunami. Even in recent years,
i.e., in 1896, 1933, etc., this district was violently damaged, but the establishment to prevent damages is not yet complete. Every time after the destructive Tsunami the prevention from damage was considered and harbour constructions were made at various places in this district. It is not needless, therefore, to study the effect of these constructions upon Tsunami.
As a first stage we made a model experiment of Tsunami which occurred in Shizukawa harbour. The ratios of the model to the actual bay in horizontal and vertical lengths were 1:1500 and 1:125, respectively. The model was put into a wooden tank 240cm long, 120cm wide and 60cm deep; and waves were generated by an iron plate by pulling or pushing it longitudinally. Waves thus generated and propagated in the bay were measured by small tide-gauges specially deviced for this experiment.
The results of this experiment are as follows.
(1) The height of the wave is highest at the head of the bay, being about 4 times the height at the mouth of it. By the aid of breakwaters built after 1933 the height of wave was lowered in the harbour and at the eastern side of it. However, at the western side where waves were heighest in 1896 and 1933 the wave seems to have become higher than before.
(2) It takes about 4 minutes for the wave to reach the head of the bay from the mouth.
(3) The secondary undulation of the bay was induced by the incident wave and its observed period was 11.8 minutes. On the other hand, the period deduced from the depth and the form of the bay is 13.3 minutes.
(4) It is found that the height of the crest of the secondary undulation decreases exponentially with time. As an empirical formula we obtained
h=
h0e-0.039t, the unit of time being second. Comparing the formula with the result which was obtained by one of the present authors on the effect of viscosity on Tsunami, we evaluated the value of the turbulent viscosity of the sea water as 17 which is considered to be a reasonable one for the water in the bay.
Finally as it is important to prevent the wave at the head of the bay to protect the centre of this town from Tsunami, we studied the method of prevention from damage at this place constructing some model breakwaters there.
The details will be printed in Science Reports of the Tôhoku University, Series 5, Vol. 1, No.2.
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