Coastal Scour Problems and Methods for Prediction of Maximum Scour

Abstract

The most common coastal scour-related problems are to scour at rubble-mound structures and vertical seawalls, and scour at the base of piles and horizontal pipelines. Existing scour prediction methods for these problems vary from rules of thumb to empirically derived equations to theoretically derived relationships. Recent studies at the U.S. Army Engineer Waterways Experiment Station's Coastal Engineering Research Center indicate that sufficient design guidance exists for vertical walls, pipelines, and vertical piles; however, additional research is still needed for rubble-mound structures.

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Document Details

Document Type
Technical Report
Publication Date
May 01, 1993
Accession Number
ADA266658

Entities

People

  • Jimmy E. Fowler

Organizations

  • Coastal Engineering Research Center

Tags

Communities of Interest

  • Autonomy
  • Energy and Power Technologies
  • Ground and Sea Platforms

DTIC Thesaurus Topics

  • Boundary Layer
  • Breakwaters
  • Civil Engineering
  • Coastal Engineering
  • Computational Science
  • Engineering
  • Engineers
  • Equations
  • Flood Control
  • Fluid Flow
  • Literature Surveys
  • Mechanics
  • Sedimentation
  • Standing Waves
  • Three Dimensional
  • Two Dimensional
  • United States

Fields of Study

  • Environmental science

Readers

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