Wave Load Mitigation by Perforation of Monopiles

Jacob Andersen*, Rune Abrahamsen, Thomas Lykke Andersen, Morten Thøtt Andersen, Torben Ladegaard Baun, Jesper Lykkegaard Neubauer

*Kontaktforfatter

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Abstrakt

The design of large diameter monopiles (8–10 m) at intermediate to deep waters is largely driven by the fatigue limit state and mainly due to wave loads. The scope of the present paper is to assess the mitigation of wave loads on a monopile by perforation of the shell. The perforation design consists of elliptical holes in the vicinity of the splash zone. Wave loads are estimated for both regular and irregular waves through physical model tests in a wave flume. The test matrix includes waves with Keulegan–Carpenter (KC) numbers in the range 0.25 to 10 and covers both fatigue and ultimate limit states. Load reductions in the order of 6%–20% are found for KC numbers above 1.5. Significantly higher load reductions are found for KC numbers less than 1.5 and thus the potential to reduce fatigue wave loads has been demonstrated.
OriginalsprogEngelsk
Artikelnummer352
TidsskriftJournal of Marine Science and Engineering
Vol/bind8
Udgave nummer5
ISSN2077-1312
DOI
StatusUdgivet - 2020

Emneord

  • Wave loads
  • Monopiles
  • Perforation
  • Hydrodynamics
  • Wave flume tests

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