Long Beach Harbor Numerical Analysis of Harbor Oscillations. Report 3. Alternate Plans for Pier J Completion and Tanker Terminal Project (62- and 82-ft Depths).

Abstract

A hybrid finite element numerical model was used to calculate harbor response for three alternate geometrical plans and two water depths for the Pier J completion and tanker terminal project of Long Beach Harbor. The numerical model calculates harbor oscillation for harbors of arbitrary shape and variable depth. Three finite element grids which covered areas only in the immediate vicinity of the breakwater-protected tanker terminal area were used to calculate the response of this area to incident waves with periods from 30 sec to approximately 6 min. (Author)

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Document Details

Document Type
Technical Report
Publication Date
Sep 01, 1976
Accession Number
ADA031173

Entities

People

  • James R. Houston

Tags

Communities of Interest

  • Energy and Power Technologies
  • Ground and Sea Platforms

DTIC Thesaurus Topics

  • Amplification
  • Amplitude
  • Boundaries
  • Boundary Value Problems
  • Breakwaters
  • Cartesian Coordinates
  • Computer Programs
  • Engineers
  • Equations
  • Far Field
  • Finite Element Analysis
  • Frequency
  • Grids
  • Helmholtz Equations
  • Integral Equations
  • Numerical Analysis
  • Standing Waves

Readers

  • Coastal and Marine Engineering/Sediment Transport/Hydraulic Engineering
  • Computer Science.
  • Structural Dynamics.