Technical Papers
Oct 3, 2011

Geometrical Effects on Landslide-Generated Tsunamis

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 138, Issue 4

Abstract

Landslide-generated tsunami predictions are commonly based on two-dimensional (2D) wave channel or three-dimensional (3D) wave basin experiments with considerably different outcomes. It is not fully understood which idealized water body geometry applies best to a specific prototype. Hence, a physical small-scale model study has been conducted that, for the first time, systematically investigates the effect of geometry on landslide-generated tsunami height, amplitude, period, and celerity. A rigid slide generated tsunamis propagating in various geometries characterized by the basin side angle θ. Considered were 2D (θ=0°), 3D (θ=90°), and six intermediate geometries. The differences between 2D and 3D wave heights were found to be about 20% at a distance of five times the water depth from the slide impact zone, but increased with increasing distance. It is shown that the 3D case applies on a much wider prototype range than the 2D case because it approximates the wave features on the slide axis for all investigated geometries with θ>30°. The energy flux conservation based on the given 2D results can predict wave heights for the remaining geometries with θ30°. The implications of the present results in practice are discussed and an example illustrates how the results support tsunami hazard assessment despite significant scale effects.

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Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 138Issue 4July 2012
Pages: 286 - 298

History

Received: Feb 18, 2011
Accepted: Sep 30, 2011
Published online: Oct 3, 2011
Published in print: Jul 1, 2012

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Authors

Affiliations

Valentin Heller, Ph.D. [email protected]
Junior Research Fellow, Dept. of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, U.K.; formerly, Research Fellow, School of Civil Engineering and the Environment, Univ. of Southampton, Highfield, Southampton SO17 1BJ, U.K. (corresponding author). E-mail: [email protected]
Mahtab Moalemi, M.Sc. [email protected]
Project Engineer, POGC, Tehran 1431764743, Iran; formerly, Graduate Student, School of Civil Engineering and the Environment, Univ. of Southampton, Highfield, Southampton SO17 1BJ, U.K. E-mail: [email protected]
Robert D. Kinnear, M.Sc. [email protected]
Coastal Process Scientist, Channel Coastal Observatory, National Oceanography Centre, Univ. of Southampton, Southampton SO14 3ZH, U.K.; formerly, Graduate Student, School of Civil Engineering and the Environment, Univ. of Southampton, Highfield, Southampton SO17 1BJ, U.K. E-mail: [email protected]
Rorik A. Adams, M.Sc. [email protected]
Project Manager, Genesis Construction Ltd., St. Michael, Bridgetown BB19188, Barbados; formerly, Graduate Student, School of Civil Engineering and the Environment, Univ. of Southampton, Highfield, Southampton SO17 1BJ, U.K. E-mail: [email protected]

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