4.7 Article

Shock-capturing Boussinesq-type model for nearshore wave processes

Journal

COASTAL ENGINEERING
Volume 57, Issue 4, Pages 407-423

Publisher

ELSEVIER SCIENCE BV
DOI: 10.1016/j.coastaleng.2009.11.007

Keywords

Boussinesq-type equations; Breaking waves; Fringing reefs; Godunov-type schemes; Nonlinear shallow-water equations; Momentum conservation

Funding

  1. National Science Foundation [0530759]
  2. US Army Corps of Engineers
  3. National Tsunami Hazard Mitigation Program [W912HZ-09-C-0085, NA09NWS4670016]
  4. Div Of Civil, Mechanical, & Manufact Inn
  5. Directorate For Engineering [0530759] Funding Source: National Science Foundation
  6. Div Of Civil, Mechanical, & Manufact Inn
  7. Directorate For Engineering [0927178] Funding Source: National Science Foundation

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This paper describes the formulation and validation of a nearshore wave model for tropical coastal environment. The governing Boussinesq-type equations include the conservative form of the nonlinear shallow-water equations for shock capturing. A Riemann solver supplies the inter-cell flux and bathymetry source term, while a Godunov-type scheme integrates the evolution variables in time. The model handles wave breaking through momentum conservation with energy dissipation based on an eddy viscosity concept. The computed results show very good agreement with laboratory data for wave propagation over a submerged bar, wave breaking and runup on plane beaches as well as wave transformation over fringing reefs. The model accurately describes transition between supercritical and subcritical flows as well as development of dispersive waves in the processes. (C) 2009 Elsevier B.V. All rights reserved.

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