Formulation and Validation of Vertically Two-Dimensional Shallow-Water Wave Model.

Abstract

The computer program VBREAK is developed to predict the time-dependent, two-dimensional velocity field under normally incident breaking waves on beaches and coastal structures. To reduce computation time considerably, use is made of the depth-integrated continuity and horizontal momentum equations. The momentum equation includes the momentum flux correction due to the vertical variation of the horizontal velocity. The bottom shear stress is expressed in terms of the near-bottom horizontal velocity immediately outside the thin wave boundary layer. The third equation for the momentum flux correction is derived from the depth-integrated wave energy equation. In order to express these three one-dimensional, time-dependent equations in terms of the three unknown variables of the water depth, depth-averaged horizontal velocity, and near-bottom horizontal velocity, the normalized vertical profile of the horizontal velocity is assumed to be cubic on the analogy between turbulent bores and hydraulic jumps. Furthermore, the turbulent shear stress is assumed to be expressed using the turbulent eddy viscosity whose mixing length is proportional to the water depth.

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Document Details

Document Type
Technical Report
Publication Date
Jul 01, 1996
Accession Number
ADA316818

Entities

People

  • Bradley D. Johnson
  • Daniel T. Cox
  • Nobuhisa Kobayashi

Organizations

  • University of Delaware

Tags

DTIC Thesaurus Topics

  • Boundary Layer
  • Channel Flow
  • Civil Engineering
  • Coastal Engineering
  • Computational Fluid Dynamics
  • Computer Programs
  • Energy
  • Engineering
  • Fluid Mechanics
  • Fluids
  • Geometry
  • Periodic Variations
  • Shallow Water
  • Two Dimensional
  • Water
  • Water Waves
  • Waves

Fields of Study

  • Physics

Readers

  • Coastal Oceanography
  • Fluid Dynamics.