Hydrodynamic Responses of Modular Hybrid Piers (MHP) to Passing Ships

Abstract

This study explores the passing ship effects on a floating pier in typical navy waterfront environments. The goal is to observe the pier performance in the passing ship episode, identify disturbances due to the buoyancy hull of the pier to the ambient water and client ships, and assure the design capacity of the founding system for the pier. The study addresses relevant hydrodynamics with a proven simulation model replicating the hydraulic model test procedure. The results indicate that the buoyancy hull of the pier does not substantially disturb the ambient water activities. Passing ships hardly move the floating pier nor contest the design capacity of its founding system. For example, the maximum load on an individual founding shaft in the worst case passing ship scenario varies from about 8 to 40 percent of the design capacity of the fenders around the founding shaft. The variations depend primarily on the number of client ships and their layout at the pier.

Open PDF

Document Details

Document Type
Technical Report
Publication Date
Sep 01, 2008
Accession Number
ADA506373

Entities

People

  • Erick T. Huang
  • Hamn-ching Chen

Organizations

  • Naval Facilities Engineering Service Center

Tags

DTIC Thesaurus Topics

  • Boundary Layer
  • Buoyancy
  • Cargo Ships
  • Computational Fluid Dynamics
  • Coordinate Systems
  • Dynamic Response
  • Elastic Properties
  • Flow Fields
  • Hydraulic Models
  • Measurement
  • Mechanics
  • Sea Level Rise
  • Seabed
  • Ship Decks
  • Simulations
  • Stratified Fluids
  • Viscous Flow

Fields of Study

  • Engineering

Readers

  • Atmospheric Science / Meteorology, specifically Wind Wave Turbulence.
  • East Asian Political and Security Studies within the Soviet Union
  • Facility/Structural Engineering.