Influence of Wave Induced Second-Order Forces in Semisubmersible FOWT Mooring Design

Author:

Lopez-Pavon Carlos12,Watai Rafael A.3,Ruggeri Felipe3,Simos Alexandre N.4,Souto-Iglesias Antonio5

Affiliation:

1. Acciona Energia, Madrid 28108, Spain

2. Niobe Tech, Madrid 28703, Spain e-mail:

3. Numerical Offshore Tank (TPN), University of São Paulo, São Paulo 05508-010, Brazil e-mail:

4. Department of Naval Architecture and Ocean Engineering, Escola Politécnica, University of São Paulo, São Paulo 05508-010, Brazil e-mail:

5. Department of Naval Architecture (ETSIN), Technical University of Madrid (UPM), Madrid 28040, Spain e-mail:

Abstract

AZIMUT project (Spanish CENIT R&D program) is designed to establish the technological groundwork for the subsequent development of a large-scale offshore wind turbine. The project (2010–2013) has analyzed different alternative configurations for the floating offshore wind turbines (FOWT): SPAR, tension leg platform (TLP), and semisubmersible platforms were studied. Acciona, as part of the consortium, was responsible of scale-testing a semisubmersible platform to support a 1.5 MW wind turbine. The geometry of the floating platform considered in this paper has been provided by the Hiprwind FP7 project and is composed by three buoyant columns connected by bracings. The main focus of this paper is on the hydrodynamic modeling of the floater, with especial emphasis on the estimation of the wave drift components and their effects on the design of the mooring system. Indeed, with natural periods of drift around 60 s, accurate computation of the low-frequency second-order components is not a straightforward task. Methods usually adopted when dealing with the slow-drifts of deep-water moored systems, such as the Newman's approximation, have their errors increased by the relatively low resonant periods of the floating system and, since the effects of depth cannot be ignored, the wave diffraction analysis must be based on full quadratic transfer functions (QTFs) computations. A discussion on the numerical aspects of performing such computations is presented, making use of the second-order module available with the seakeeping software wamit®. Finally, the paper also provides a preliminary verification of the accuracy of the numerical predictions based on the results obtained in a series of model tests with the structure fixed in bichromatic waves.

Publisher

ASME International

Subject

Mechanical Engineering,Ocean Engineering

Reference20 articles.

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2. Windfloat: A Floating Foundation for Offshore Wind Turbines;J. Renewable Sustainable Energy,2010

3. Nicholls-Lee, R., Micklethwaite, W., Walker, R., and Argall, R., 2014, “Novel, Practical and Effective: A Feasibility Study for a Low Motion, Floating Wind Turbine Platform,” ASME Paper No. OMAE2014-23889.

4. Greater Role for Composites in Wind Energy;Reinf. Plast.,2014

5. Viselli, A. M., Goupee, A. J., and Dagher, H. J., 2014, “Model Test of a 1:8 Scale Floating Wind Turbine Offshore in the Gulf of MAINE,” ASME Paper No. OMAE2014-23639.10.1115/OMAE2014-23639

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