Repository logo
  • Log In
    Log in via Symplectic to deposit your publication(s).
Repository logo
  • Communities & Collections
  • Research Outputs
  • Statistics
  • Log In
    Log in via Symplectic to deposit your publication(s).
  1. Home
  2. Faculty of Engineering
  3. Civil and Environmental Engineering
  4. Civil and Environmental Engineering PhD theses
  5. Nonlinear wave interactions with fixed and floating bodies leading to unexpected wave impacts
 
  • Details
Nonlinear wave interactions with fixed and floating bodies leading to unexpected wave impacts
File(s)
Spentza-E-2011-PhD-Thesis.pdf (14.42 MB)
Author(s)
Spentza, Eirini
Type
Thesis or dissertation
Abstract
This thesis deals with the nonlinear interaction of water waves with fixed and
floating bodies. The case of a two-dimensional fixed surface body is first investigated using a newly developed linear and second-order boundary element model,
the fully nonlinear model of Hague & Swan (2009) and new experimental observations. In this case, second-order freely propagating harmonics arising due to
the wave-structure interaction are identified and quantified. Subsequently, a two-
dimensional floating body is investigated, undergoing one or two motion modes,
and comparisons with the fixed body case are made. These observations confirm
that the wave-vessel interactions again lead to the generation of freely propagating nonlinear wave harmonics and that the magnitude of these components varies
significantly for bodies with different hydrodynamic properties. Building on the
physical understanding achieved from the two-dimensional study, the case of a
three-dimensional
floating body is considered. This concerns the interaction with
both regular waves, propagating at varying angles of wave incidence, and directional wave groups. In both cases the effects of wave-vessel interactions on the
surface profile are identified. Finally, it is shown that the nonlinear wave-vessel
interactions identified previously can, after interacting with the incoming wave
field, lead to unexpected wave impacts on the vessel. As a result, it is concluded
that the occurrence of wave impacts, particularly on the side shell of a vessel,
cannot be assessed on the basis of the incident waves alone.
Date Issued
2011
Date Awarded
2011-10
URI
http://hdl.handle.net/10044/1/8987
DOI
https://doi.org/10.25560/8987
Copyright Statement
Attribution NoDerivatives 4.0 International Licence (CC BY-ND)
License URL
https://creativecommons.org/licenses/by-nc-nd/4.0/
Advisor
Swan, Chris
Creator
Spentza, Eirini
Publisher Department
Civil and Environmental Engineering
Publisher Institution
Imperial College London
Qualification Level
Doctoral
Qualification Name
Doctor of Philosophy (PhD)
About
Spiral Depositing with Spiral Publishing with Spiral Symplectic
Contact us
Open access team Report an issue
Other Services
Scholarly Communications Library Services
logo

Imperial College London

South Kensington Campus

London SW7 2AZ, UK

tel: +44 (0)20 7589 5111

Accessibility Modern slavery statement Cookie Policy

Built with DSpace-CRIS software - Extension maintained and optimized by 4Science

  • Cookie settings
  • Privacy policy
  • End User Agreement
  • Send Feedback