Method to Evaluate Vessel Wake Forces on Wetland Scarps

Abstract

This Coastal and Hydraulics engineering technical note (CHETN) presents a methodology to compute normal forces on wetland perimeters with vertically scarped edges. The approach uses an empirical algorithm that predicts the normal force given the offshore vessel wake height, period, and water depth at a given point. Wave impact forces are measured using load cells, which have not been applied previously to marsh settings. Load cell and vessel wake measurements from two field sites are combined to generate an empirical transfer function relating forces to incoming vessel wake characteristics.

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Document Details

Document Type
Technical Report
Publication Date
Sep 01, 2022
Accession Number
AD1179294

Entities

People

  • Anthony M. Priestas
  • Rachel L. Bain
  • Richard Styles

Organizations

  • Engineer Research and Development Center

Tags

Communities of Interest

  • Ground and Sea Platforms

DTIC Thesaurus Topics

  • Aquatic Organisms
  • Army
  • Army Corps Of Engineers
  • Cells
  • Coastal Engineering
  • Construction Materials
  • Energy
  • Engineering
  • Engineers
  • Field Tests
  • Floods
  • Load Cells
  • Marine Geology
  • Measurement
  • Mechanics
  • Mississippi River
  • Navigation
  • New York
  • Oceanography
  • Rivers
  • Sea Level Rise
  • Sedimentation
  • Storm Surges
  • Transfer Functions
  • Underwater Acoustics
  • Wave Power

Readers

  • Aerospace Research.
  • Atmospheric Science / Meteorology, specifically Wind Wave Turbulence.
  • Coastal and Marine Engineering/Sediment Transport/Hydraulic Engineering