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contributor authorShih-Chun Hsiao
contributor authorKai-Cheng Hu
contributor authorHwung-Hweng Hwung
date accessioned2017-05-08T21:43:15Z
date available2017-05-08T21:43:15Z
date copyrightMay 2010
date issued2010
identifier other%28asce%29em%2E1943-7889%2E0000108.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/60548
description abstractThis paper presents a new Boussinesq-type model equations for describing nonlinear surface wave motions in porous media. The mathematical model based on perturbation approach reported by Hsiao et al. is derived. The drag force and turbulence effect suggested by Sollitt and Cross are incorporated for observing the flow behaviors within porous media. Additionally, the approach of Chen for eliminating the depth-dependent terms in the momentum equations is also adopted. The model capability on an applicable water depth range is satisfactorily validated against the linear wave theory. The nonlinear properties of model equations are numerically confirmed by the weakly nonlinear theory of Liu and Wen. Numerical experiments of regular waves propagating in porous media over an impermeable submerged breakwater are performed and the nonlinear behaviors of wave energy transfer between different harmonics are also examined.
publisherAmerican Society of Civil Engineers
titleExtended Boussinesq Equations for Water-Wave Propagation in Porous Media
typeJournal Paper
journal volume136
journal issue5
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0000098
treeJournal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 005
contenttypeFulltext


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