4.7 Article

A new landslide-induced tsunami simulation model and its application to the 1792 Unzen-Mayuyama landslide-and-tsunami disaster

Journal

LANDSLIDES
Volume 13, Issue 6, Pages 1405-1419

Publisher

SPRINGER HEIDELBERG
DOI: 10.1007/s10346-016-0691-9

Keywords

Unzen-Mayuyama landslide; Landslide-induced tsunami; Undrained ring shear test; Computer simulation

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By combining landslide dynamics research and tsunami research, we present an integrated series of numerical models quantitatively simulating the complete evolution of a landslide-induced tsunami. The integrated model simulating the landslide initiation and motion uses measured landslide dynamic parameters from a high-stress undrained dynamic-loading ring shear apparatus. It provides the numerical data of a landslide mass entering and moving under water to the tsunami simulation model as the trigger of tsunami. The series of landslide and tsunami simulation models were applied to the 1792 Unzen-Mayuyama megaslide and the ensuing tsunami disaster, which is the largest landslide disaster, the largest volcanic disaster, and the largest landslide-induced tsunami disaster to have occurred in Japan. Both the 1792 megaslide and the tsunami portions of the disaster are well documented, making this an excellent test of the reliability and precision of the new simulation model. The simulated tsunami heights at the coasts well match the historical tsunami heights recorded by Tsunami-Dome-Ishi (a stone showing the tsunami reaching point) and memorial stone pillars.

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