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contributor authorT. W. Chen
contributor authorL. H. Huang
contributor authorC. H. Song
date accessioned2017-05-08T22:38:08Z
date available2017-05-08T22:38:08Z
date copyrightOctober 1997
date issued1997
identifier other%28asce%290733-9399%281997%29123%3A10%281041%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84502
description abstractThe nonlinear oscillatory water wave propagating over a constant depth channel with a horizontal poroelastic bed of infinite thickness is investigated. The channel flow is treated as potential flow, while the channel bed is considered a poroelastic material. Applying proper boundary conditions, this study uses the Stokes expansion of deep water wave to the second order to handle the problem. The result is compared to the linear wave solution of Huang and Song in order to show the nonlinearity effect, and is also compared to experimental data to verify the correctness of this study. It is found that because the wavelength of the second longitudinal wave inside the porous bed is much shorter than that of the water wave when the bed material is soft, the conventional Stokes expansion of deep water wave based on
publisherAmerican Society of Civil Engineers
titleDynamic Response of Poroelastic Bed to Nonlinear Water Waves
typeJournal Paper
journal volume123
journal issue10
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1997)123:10(1041)
treeJournal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 010
contenttypeFulltext


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