Wave loads on ocean infrastructure increase as a result of waves passing over abrupt depth transitions

Zhenhao Li, Tianning Tang*, Yan Li, Samuel Draycott, Ton S. van den Bremer, Thomas A.A. Adcock

*Corresponding author for this work

Research output: Contribution to journalArticleScientificpeer-review

2 Citations (Scopus)
34 Downloads (Pure)

Abstract

Abrupt changes in water depth are known to lead to abnormal free-surface wave statistics. The present study considers whether this translates into abnormal loads on offshore infrastructure. A fully non-linear numerical model is used which is carefully validated against experiments. The wave kinematics from the numerical model are used as input to a simple wave loading model. We find enhanced overturning moments, an increase of approximately 20%, occur over a distance of a few wavelengths after an abrupt depth transition. We observe similar results for 1:1 and 1:3 slopes. This increase does not occur in linear simulations.

Original languageEnglish
Pages (from-to)309-317
Number of pages9
JournalJournal of Ocean Engineering and Marine Energy
Volume9
Issue number2
DOIs
Publication statusPublished - 2022

Keywords

  • Abrupt depth transitions
  • Kinematics
  • Ocean waves
  • OceanWave3D
  • Steps
  • Wave loads

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