Boussinesq modeling of wave transformation, breaking, and runup. II: 2D

Qin Chen*, James T. Kirby, Robert A. Dalrymple, Andrew B. Kennedy, Arun Chawla

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

262 Scopus citations

Abstract

In 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-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.

Original languageEnglish (US)
Pages (from-to)48-56
Number of pages9
JournalJournal of Waterway, Port, Coastal and Ocean Engineering
Volume126
Issue number1
DOIs
StatePublished - Feb 2000

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Water Science and Technology
  • Ocean Engineering

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