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contributor authorPhilip Watts
date accessioned2017-05-08T21:10:16Z
date available2017-05-08T21:10:16Z
date copyrightMay 2000
date issued2000
identifier other%28asce%290733-950x%282000%29126%3A3%28144%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41340
description abstractNear-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.
publisherAmerican Society of Civil Engineers
titleTsunami Features of Solid Block Underwater Landslides
typeJournal Paper
journal volume126
journal issue3
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2000)126:3(144)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2000:;Volume ( 126 ):;issue: 003
contenttypeFulltext


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