Sediment Mobility, Closure Depth, and the Littoral-System Oregon and Washington Coast

Abstract

Forty years ago, the depth of closure concept was introduced to provide a systematic, process-based approach to evaluate seasonal changes in cross-shore profiles and sediment mobility in the nearshore. This study aims to extend that theory by directly considering wave-asymmetry in the nearshore environment. This technical note introduces a methodology to calculate wave induced dispersal of dredged material placed in nearshore sites and summarizes analyses validating the approach using data from the South Jetty Site at the Mouth of the Columbia River. This investigation highlights the notion of a cross-shore gradient in nearshore placement effectiveness of dredged material that can assist project managers plan and execute sustainable sediment management practices at coastal inlets.

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Document Details

Document Type
Technical Report
Publication Date
Sep 13, 2022
Accession Number
AD1179980

Entities

People

  • Austin Hudson
  • Hans R. Moritz
  • Jarod Norton

Organizations

  • Engineer Research and Development Center

Tags

Communities of Interest

  • Energy and Power Technologies

DTIC Thesaurus Topics

  • Army
  • Army Corps Of Engineers
  • Asymmetry
  • Coastal Engineering
  • Coefficients
  • Columbia River
  • Engineering
  • Engineers
  • Environment
  • Environmental Protection
  • Equations
  • Materials
  • Mobility
  • Sedimentation
  • Statistics
  • Surveys
  • Water
  • Wave Propagation

Fields of Study

  • Environmental science

Readers

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