Scour Hole Problems Experienced by the Corps of Engineers; Data Presentation and Summary

Abstract

The hydromechanics involved in scour hole development encompass many interrelated process. Singularly, some of these processes are well understood and often quantifiable (tides, tidal currents, and waves). Other processes such as sediment transport and wave/current/structure interactions are less understood but perhaps just as important in scour hole development. Why does a scour hole form a tip of one jetty (of a two-jetty system) and not at the other, such as at Indian River Inlet, Delaware? Why do scour holes develop on the outside of a jetty's trunk, such as at Suislaw? Why does scour occur adjacent to an inner section of jetty, along the throat, such as at Little River Inlet, South Carolina. Is scour a manifestation of an unstable inlet.

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Document Details

Document Type
Technical Report
Publication Date
Mar 01, 1993
Accession Number
ADA265455

Entities

People

  • Steven A. Hughes
  • W. J. Lillycrop

Organizations

  • Coastal Engineering Research Center

Tags

Communities of Interest

  • Ground and Sea Platforms
  • Human Systems

DTIC Thesaurus Topics

  • Army Corps Of Engineers
  • Breakwaters
  • Case Studies
  • Civil Engineering
  • Coastal Engineering
  • Construction
  • Engineering
  • Engineers
  • Flood Control
  • Floods
  • Geography
  • Navigation
  • Ridges
  • Sedimentation
  • South Carolina
  • Tidal Currents
  • Waterways

Readers

  • Coastal and Marine Engineering/Sediment Transport/Hydraulic Engineering
  • Geotechnical Engineering.
  • Systems Analysis and Design