Research Article
Aug 1970

Numerical Model for Tsunami Run-Up

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Publication: Journal of the Waterways, Harbors and Coastal Engineering Division
Volume 96, Issue 3

Abstract

The generation of tsunamis by earthquakes and their consequent run-up on sloping beaches poses engineering problems of site location and design criteria. A formulation is made of the hydrodynamic problem of wave propagation and run-up perpendicular to a sloping beach that is suitable for digital computer calculations. The inclusion of the kinetic energy of the vertical components of velocity permits solitary waves to propagate and the inclusion of an energy dissipating mechanism permits the formation of bores or shocks. A finite element formulation suitable for numerical analysis is presented which includes the effect of bottom friction. Results of digital computations are presented for the propagation and run-up of solitary waves and of tsunami-type waves.

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Journal of the Waterways, Harbors and Coastal Engineering Division
Volume 96Issue 3August 1970
Pages: 701 - 719

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Published in print: Aug 1970
Published online: Feb 12, 2021

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Kenneth L. Heitner
Research Fellow In Civ. Engrg., California Inst. of Tech., Pasadena, Calif.
George W. Housner, M.ASCE
Prof. of Civ. Engrg. and Applied Mechanics, California Inst. of Tech., Pasadena, Calif.

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