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contributor authorQin Chen
contributor authorJames T. Kirby
contributor authorRobert A. Dalrymple
contributor authorAndrew B. Kennedy
contributor authorArun Chawla
date accessioned2017-05-08T21:10:15Z
date available2017-05-08T21:10:15Z
date copyrightJanuary 2000
date issued2000
identifier other%28asce%290733-950x%282000%29126%3A1%2848%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/41326
description abstractIn this paper, we focus on the implementation and verification of an extended Boussinesq model for surf zone hydrodynamics in two horizontal dimensions. The time-domain numerical model is based on the fully nonlinear Boussinesq equations. As described in Part I of this two-part paper, the energy dissipation due to wave breaking is modeled by introducing an eddy viscosity term into the momentum equations, with the viscosity strongly localized on the front face of the breaking waves. Wave runup on the beach is simulated using a permeable-seabed technique. We apply the model to simulate two laboratory experiments in large wave basins. They are wave transformation and breaking over a submerged circular shoal and solitary wave runup on a conical island. Satisfactory agreement is found between the numerical results and the laboratory measurements.
publisherAmerican Society of Civil Engineers
titleBoussinesq Modeling of Wave Transformation, Breaking, and Runup. II: 2D
typeJournal Paper
journal volume126
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)0733-950X(2000)126:1(48)
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2000:;Volume ( 126 ):;issue: 001
contenttypeFulltext


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