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contributor authorH. M. Fritz
contributor authorW. H. Hager
contributor authorH.-E. Minor
date accessioned2017-05-08T21:10:33Z
date available2017-05-08T21:10:33Z
date copyrightNovember 2004
date issued2004
identifier other%28asce%290733-950x%282004%29130%3A6%28287%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41546
description abstractLandslide generated impulse waves were investigated in a two-dimensional physical laboratory model based on the generalized Froude similarity. The recorded wave profiles were extremely unsteady and nonlinear. Four wave types were determined: weakly nonlinear oscillatory wave, non-linear transition wave, solitary-like wave and dissipative transient bore. Most of the generated impulse waves were located in the intermediate water depth wave regime. Nevertheless the propagation velocity of the leading wave crest closely followed the theoretical approximations for a solitary wave. Between 4 and 50% of the kinetic slide impact energy propagated outward in the impulse wave train. The applicability ranges of the classical nonlinear wave theories to landslide generated impulse waves were determined. The main wave characteristics were related to the landslide parameters driving the entire wave generation process. The slide Froude number was identified as the dominant parameter. The physical model results were compared to the giant rockslide generated impulse wave which struck the shores of the Lituya Bay, Alaska, in 1958.
publisherAmerican Society of Civil Engineers
titleNear Field Characteristics of Landslide Generated Impulse Waves
typeJournal Paper
journal volume130
journal issue6
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2004)130:6(287)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2004:;Volume ( 130 ):;issue: 006
contenttypeFulltext


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