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contributor authorMengxi Nie
contributor authorXiaoming Wang
contributor authorGuangda Li
contributor authorLinlin Li
date accessioned2017-05-08T21:10:46Z
date available2017-05-08T21:10:46Z
date copyrightMay 2007
date issued2007
identifier other%28asce%290733-950x%282007%29133%3A3%28225%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41683
description abstractIn this note, partially discontinuous elements are employed to solve the singular integrals in the simulation of waves in a numerical wave tank. A higher-order boundary element method (HOBEM) is employed in combination with a time-marching method to solve the system of partial differential equations. By using a predictor–corrector time integration scheme, we solve an integral equation at each time step by uncoupling the kinematic and dynamic free-surface conditions. Different progressive wave types are used at the inflow boundary, a special form of the Sommerfeld/Orlanski type open boundary condition is employed at the outflow boundary, and linear regular and irregular waves have been simulated. The results show that the adopted HOBEM, along with the open boundary condition, is accurate and robust, and furthermore, results have been obtained for a nonlinear Stokes wave.
publisherAmerican Society of Civil Engineers
titleSubelement Division Scheme in a Numerical Wave Tank that Uses Higher-Order Boundary Element Method
typeJournal Paper
journal volume133
journal issue3
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2007)133:3(225)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2007:;Volume ( 133 ):;issue: 003
contenttypeFulltext


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