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Transformed-FNV: Wave forces on a vertical cylinder — A free-surface formulation

Paul H. Taylor, T. Tang, Thomas A.A. Adcock, Jun Zang

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Abstract

Existing force models for a vertical surface-piercing cylinder require water depth integration from the seabed to the free surface to determine the total inline force. However, acquiring the full wave kinematics profiles beneath the water surface presents a significant computational task. We revisit the finite water depth version of the well-known FNV theory (Kristiansen and Faltinsen, 2017) and propose a transformed version that expresses the total force solely in terms of the fully nonlinear wave properties at the free surface. This novel Transformed-FNV (T-FNV) formulation treats the Morison inertia term exactly and approximates the remaining two convective-derivative type terms with an assumption of slowly varying kinetic energy type terms. We evaluate the accuracy of this transformation against the original formulation, using wave kinematics obtained from fully nonlinear numerical simulations. Two T-FNV formulations are proposed with different input properties required. The first formulation uses the fully nonlinear wave kinematic properties at the free surface, whereas a fully approximated T-FNV formulation requires only the nonlinear free-surface elevation time history measured or calculated at the position of the column but in its absence. Both T-FNV formulations demonstrate good accuracy for wave forces for both deep and shallow-water cases against the original FNV model. The new T-FNV formulations also show the increased role of higher harmonics in the predicted force time histories when compared to those in the free-surface displacement, and the importance of using accurate higher order harmonic wave profiles in nonlinear force calculations.
Original languageEnglish
Article number104454
Number of pages11
JournalCoastal Engineering
Volume189
Early online date19 Jan 2024
DOIs
Publication statusPublished - 30 Apr 2024

Data Availability Statement

Data will be made available on request.

Acknowledgements

We thank Profs. John Grue (University of Oslo) and Trygve Kristiansen (Norwegian University of Science and Technology) for their technical advice.

Funding

TT is funded by an Eric and Wendy Schmidt AI in Science Postdoctoral Fellowship. TT would also like to acknowledge the Robert and Maude Gledden Short Stay Visiting Fellowship, funded by the University of Western Australia, and the TIDE Project (the ARC ITRH for Transforming energy Infrastructure through Digital Engineering (TIDE, http://TIDE.edu.au) Grant No. IH200100009) for funding his visit to UWA. This research was funded in whole or in part by EPSRC, United Kingdom grant number EP/V050079/1. For the purpose of Open Access, the author has applied a CC BY public copyright licence to any Author Accepted Manuscript (AAM) version arising from this submission.

FundersFunder number
Norges Teknisk-Naturvitenskapelige Universitet
TIDE
University of Oslo
University of Western Australia
Australian Research CouncilIH200100009
Engineering and Physical Sciences Research CouncilEP/V050079/1

Keywords

  • FNV
  • Monopile wave load
  • Ocean engineering
  • Wave force
  • Wave loading on cylinder
  • Wave-structure interaction

ASJC Scopus subject areas

  • Environmental Engineering
  • Ocean Engineering

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