Development and Evolution of Nearshore Topography.

Abstract

Hydrodynamic descriptions of one-dimensional granular systems have emphasized that the usual master variables, density, velocity and temperature are inadequate. A minimal description requires a fourth variable which is the third moment or "skewness" of the single particle velocity distribution function. These supplemented hydrodynamic systems have been used to study the linear stability of the spatially homogeneous state and good agreement with numerical simulation has been claimed. The linear stability analysis also shows that the hydrodynamic equations are ill-posed because the instability has no high wavenumber cut-off. That is, arbitrarily small scale disturbances are linearly unstable. This problem with the hydrodynamic description is physically justified because inelastic collapse is a particle scale mechanism through which hydrodynamics fails.

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Document Details

Document Type
Technical Report
Publication Date
Oct 17, 1995
Accession Number
ADA300266

Entities

People

  • Bradley T. Werner

Organizations

  • Scripps Institution of Oceanography

Tags

Communities of Interest

  • Energy and Power Technologies

DTIC Thesaurus Topics

  • Agreements
  • Collapse
  • Collisions
  • Distribution Functions
  • Equations
  • Hydrodynamics
  • Instability
  • Mathematics
  • Military Research
  • Particles
  • Personal Information Managers
  • Physical Properties
  • Physics
  • Simulations
  • Skewness
  • Subatomic Particles
  • Two Dimensional

Fields of Study

  • Physics

Readers

  • Atmospheric Science / Meteorology, specifically Wind Wave Turbulence.
  • Fluid Dynamics.
  • Theoretical Analysis.