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Extreme Wave Impact on Offshore Platforms and Coastal Constructions

[+] Author Affiliations
Arthur E. P. Veldman, Roel Luppes, Henri J. L. van der Heiden, Peter van der Plas

University of Groningen, Groningen, The Netherlands

Tim Bunnik

MARIN, Wageningen, The Netherlands

René H. M. Huijsmans, Bulent Duz

Technical University of Delft, Delft, The Netherlands

Bogdan Iwanowski, Rik Wemmenhove

FORCE Technology Norway AS, Sandvika, Norway

Mart J. A. Borsboom, Peter R. Wellens

Deltares, Delft, The Netherlands

Paper No. OMAE2011-49488, pp. 365-376; 12 pages
doi:10.1115/OMAE2011-49488
From:
  • ASME 2011 30th International Conference on Ocean, Offshore and Arctic Engineering
  • Volume 7: CFD and VIV; Offshore Geotechnics
  • Rotterdam, The Netherlands, June 19–24, 2011
  • ISBN: 978-0-7918-4439-7
  • Copyright © 2011 by ASME

abstract

Hydrodynamic wave loading on structures plays an important role in areas such as coastal protection, harbor design and offshore constructions (FPSO’s, mooring), and there is a need for its prediction up to a detailed level (max./min. pressures, duration of pressure peaks, shear stresses, etc.). In close cooperation with industry, long-year joint-industry projects are carried out to develop a numerical simulation method: the CFD method ComFLOW. The two major application areas are the prediction of extreme wave forces on offshore platforms and offloading vessels, and the prediction of impact forces on coastal protection structures. The paper will present a short overview of the method, some recent results and future plans.

Copyright © 2011 by ASME

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