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dc.contributor.authorHuan-Wen
dc.contributor.authorLiu
dc.contributor.authorQiu-Yue
dc.contributor.authorWang
dc.contributor.authorGuo-Ji
dc.contributor.authorTang
dc.date.accessioned2017-05-08T22:04:23Z
dc.date.available2017-05-08T22:04:23Z
dc.date.copyrightSeptember 2013
dc.date.issued2013
dc.identifier.other%28asce%29ww%2E1943-5460%2E0000244.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/70479
dc.description.abstractIn this paper, wave scattering by a vertical cylinder with a scour pit governed by the modified mild-slope equation (MMSE) is studied analytically. The scour pit around the cylinder is assumed to be axi-symmetric and idealized with its radial profile being a power function. This assumption permits transformation of the two-dimensional MMSE into an ordinary differential equation (ODE) in the radial direction through the technique of variable separation. By employing a newly derived explicit form of the resultant ODE of the MMSE in the scour pit region, an exact solution to the MMSE is constructed in terms of a Fourier-cosine series and Taylor series. To validate this new analytic solution to the MMSE, a comparison among the present solution, analytic solution to the long wave equation, and analytic solution to the Helmholtz equation is made and a good agreement is obtained. It is found that the present MMSE model is valid for a maximum bottom slope of approximately 0.927. Based on the present solution to the MMSE, the effect of dimensions of the scour pit, including both depth and width, on wave run-up around the cylinder is investigated. Finally, the influence of the wavelength of incident waves from shallow to deep water on wave run-up around the cylinder is also investigated.
dc.publisherAmerican Society of Civil Engineers
dc.titleExact Solution to the Modified Mild-Slope Equation for Wave Scattering by a Cylinder with an Idealized Scour Pit
dc.typeJournal Paper
dc.journal.volume139
dc.journal.issue5
dc.journal.titleJournal of Waterway, Port, Coastal, and Ocean Engineering
dc.identifier.doi10.1061/(ASCE)WW.1943-5460.0000195
dc.treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2013:;Volume ( 139 ):;issue: 005
dc.contenttypeFulltext


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