Tsunami Features of Solid Block Underwater LandslidesSource: Journal of Waterway, Port, Coastal, and Ocean Engineering:;2000:;Volume ( 126 ):;issue: 003Author:Philip Watts
DOI: 10.1061/(ASCE)0733-950X(2000)126:3(144)Publisher: American Society of Civil Engineers
Abstract: Near-field and far-field wave features generated by solid block underwater landslides are described qualitatively and quantitatively. The characteristic time of landslide motion and maximum near-field wave amplitude suffice to scale many of these water wave features. Criteria are provided to determine if water waves generated by underwater landslides propagate as deepwater or shallow water waves. Estimates of the dominant far-field wavelength are provided for both cases. A precise location is given for the beginning of far-field wave propagation for deepwater waves. Weakly nonlinear and dispersive effects of shallow water wave propagation are examined. Around 5% of solid block maximum kinetic energy is converted into wave energy.
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contributor author | Philip Watts | |
date accessioned | 2017-05-08T21:10:16Z | |
date available | 2017-05-08T21:10:16Z | |
date copyright | May 2000 | |
date issued | 2000 | |
identifier other | %28asce%290733-950x%282000%29126%3A3%28144%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/41340 | |
description abstract | Near-field and far-field wave features generated by solid block underwater landslides are described qualitatively and quantitatively. The characteristic time of landslide motion and maximum near-field wave amplitude suffice to scale many of these water wave features. Criteria are provided to determine if water waves generated by underwater landslides propagate as deepwater or shallow water waves. Estimates of the dominant far-field wavelength are provided for both cases. A precise location is given for the beginning of far-field wave propagation for deepwater waves. Weakly nonlinear and dispersive effects of shallow water wave propagation are examined. Around 5% of solid block maximum kinetic energy is converted into wave energy. | |
publisher | American Society of Civil Engineers | |
title | Tsunami Features of Solid Block Underwater Landslides | |
type | Journal Paper | |
journal volume | 126 | |
journal issue | 3 | |
journal title | Journal of Waterway, Port, Coastal, and Ocean Engineering | |
identifier doi | 10.1061/(ASCE)0733-950X(2000)126:3(144) | |
tree | Journal of Waterway, Port, Coastal, and Ocean Engineering:;2000:;Volume ( 126 ):;issue: 003 | |
contenttype | Fulltext |