Articles | Volume 19, issue 2
Research article
15 Feb 2019
Research article |  | 15 Feb 2019

The Lituya Bay landslide-generated mega-tsunami – numerical simulation and sensitivity analysis

José Manuel González-Vida, Jorge Macías, Manuel Jesús Castro, Carlos Sánchez-Linares, Marc de la Asunción, Sergio Ortega-Acosta, and Diego Arcas

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Cited articles

Abadie, S., Gandon, C., Grilli, S., Fabre, R., Riss, J., Tric, E., and Morichon, D.: 3D numerical simulations of waves generated by subaerial mass failures. Application to La Palma Case, in: Proc. 31st Intl. Coastal Engng. Conf., edited by: Mc Kee Smith, J., ICCE08, Hamburg, Germany, September, 2008, 1384–1395, World Scientific Publishing Co. Pte. Ltd.,, 2009. a
Arcement, G. J. and Schneider, V. R.: Guide for Selecting Manning's Roughness Coefficients for Natural Channels and Flood Plains, USGS Water-Supply papers, 2339, 44 pp., 1989. a
Basu, D., Das, K., Green, S., Janetzke, R., and Stamatakos, J.: Numerical simulation of surface waves generated by subaerial landslide at Lituya Bay Alaska, J. Offshore Mech. Eng., 132, 11,, 2010. a
Bloom, C. K., Macinnes, B., Higman, B., Stark, C. P., Lynett, P., Ekström, G., Hibert, C., Willis, M. J., and Shugar, D. H.: Field observations from a massive landslide tsunami in Taan Fjord, Wrangell St. Elias National Park, AK, Geological Society of America Abstracts with Programs, vol. 48,, GSA Annual Meeting in Denver, Colorado, USA, 2016. a
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Short summary
In 1958, at Lituya Bay in Alaska, the largest tsunami wave ever recorded took place. Since then, its numerical simulation has been a challenge and no numerical model has been able to reproduce, in the real geometry of the bay, the more than 200 m wave and the extreme run-up (climbing of the water up on land) of 524 m. The aim of our research, in the framework of a collaboration between the University of Malága (Spain) and NOAA (US), was to fulfil this gap at the same time as verifying our model.
Final-revised paper