期刊论文详细信息
Proceedings of the International Conference on Coastal Engineering
A REALISTIC MODEL FOR THE 1992-96 TIDAL WAVES
Srinivas Tadepalli1  Costas Emmanuel Synolakis2 
[1] nvironmental Fluid Mechanics Laboratory, Department of Civil Engg., Stanford Univ., Stanford;School of Engg., Univ. of Southern California, Los Angeles
关键词: tsunami;    tsunami model;   
DOI  :  10.9753/icce.v25.%p
学科分类:建筑学
来源: Coastal Engineering Research Council
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【 摘 要 】

Tidal waves or tsunamis are long water waves of small steepness generated by impulsive geophysical events of the seafloor or by coastal landslides. Whereas their coastal evolution is now well-understood, their generation is not. Until recently (Tadepalli and Synolakis 1994a, 1996), numerous anecdotal records of historic tsunamis where shorelines significantly retreated before the tidal waves advanced up the coastline have been disregarded; the prevailing paradigm for tsunami studies is the modeling of the evolution and runup of a single-hump leading-elevation waves which offshore have solitary-wave profiles. We propose a model for the leading-wave of tsunamis to explain why the coastal manifestation of most tsunamis suggests a leading-depression N-wave, a waveform which causes the shoreline to recede before advancing up the beach. Farfield, we use the Korteweg-De-Vries equation, and we find that N-waves of geophysical scales do not fission over transoceanic propagation distances and no leading solitary waves emerge. Nearshore, we use shallow water theory to calculate the evolution and runup of emerging non-breaking waves, and we observe that they evolve according to Greens' law (Green, 1837, Lamb, 1945, Synolakis, 1991). We discuss the effects of certain ground deformation parameters and provide one application of our theory by modeling the Nicaraguan tsunami of September 1, 1992.

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