Acceleration Effects on Fluid-Sediment Interaction

Abstract

The long-term goals of this research are: (1) to identify all relevant physical processes that participate in and contribute significantly to sediment transport in near-shore coastal waters; (2) to investigate each of the identified processes in order to understand the underlying physics in a quantitative manner; (3) to develop simple predictive models for each process; and (4) to incorporate the simple predictive process-models in a predictive model for beach profile response to the action of waves and currents. The present research is concerned with the effect of fluid accelerations, which is synonymous to pressure-gradients, on fluid-sediment interaction in near-shore waters, i.e. under near-breaking or broken waves. In particular, the objective is to ascertain the importance of the subsurface sediment transport rate induced purely by the strong pressure gradient (acceleration) associated with the passage overhead of the steep forward-leaning front of a near-breaking or broken wave relative to the surficial sheet flow sediment transport rate induced by shear stresses and pressure gradients.

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Document Details

Document Type
Technical Report
Publication Date
Jan 01, 2006
Accession Number
ADA522452

Entities

People

  • Ole S. Madsen

Organizations

  • Massachusetts Institute of Technology

Tags

Communities of Interest

  • Air Platforms

DTIC Thesaurus Topics

  • Dacron
  • Differential Equations
  • Displacement
  • Environmental Engineering
  • Equations
  • Fluid Mechanics
  • Measurement
  • Mechanics
  • Predictive Modeling
  • Pressure Distribution
  • Pressure Gradients
  • Sedimentation
  • Sediments
  • Shear Stresses
  • Soil Mechanics
  • Solitons
  • Wave Propagation

Readers

  • Atmospheric Science / Meteorology, specifically Wind Wave Turbulence.
  • Coastal and Marine Engineering/Sediment Transport/Hydraulic Engineering
  • Ocean-Atmosphere Mesoscale Modeling, Data Assimilation, and Flux Boundary Layers