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Numerical Assessment of a Tension-Leg Platform Wind Turbine in Intermediate Water Using the Smoothed Particle Hydrodynamics Method

Author

Listed:
  • Bonaventura Tagliafierro

    (Department of Civil Engineering, University of Salerno, 84084 Fisciano, Italy)

  • Madjid Karimirad

    (School of Natural and Built Environment, Queen’s University Belfast, Belfast BT9 5AG, UK)

  • Iván Martínez-Estévez

    (EPhysLab, CIM-Uvigo, Universidade de Vigo, 32004 Ourense, Spain)

  • José M. Domínguez

    (EPhysLab, CIM-Uvigo, Universidade de Vigo, 32004 Ourense, Spain)

  • Giacomo Viccione

    (Environmental and Maritime Hydraulics Laboratory (LIDAM), University of Salerno, Via Giovanni Paolo II, 132, 84084 Fisciano, Italy)

  • Alejandro J. C. Crespo

    (EPhysLab, CIM-Uvigo, Universidade de Vigo, 32004 Ourense, Spain)

Abstract

The open-source code DualSPHysics, based on the Smoothed Particle Hydrodynamics method for solving fluid mechanics problems, defines a complete numerical environment for simulating the interaction of floating structures with ocean waves, and includes external libraries to simulate kinematic- and dynamic-type restrictions. In this work, a full validation of the SPH framework using experimental data available for an experimental test campaign on a 1:37-scale floating offshore wind turbine tension-leg platform (TLP) is presented. The first set of validation cases includes a surge decay test, to assess the quality of the fluid–solid interaction, and regular wave tests, which stimulate the mooring system to a large extent. During this phase, tendons (tension legs) that are simulated by MoorDyn + are validated. Spectral comparison shows that the model is able to capture the surge and pitch dynamic amplification that occurs around the resonant fundamental mode of vibration. This work concludes with a numerical investigation that estimates the response of TLP under extreme events defined using multiple realizations of irregular sea states; the results suggest that the tendon loads are sensitive to the sea-state realization, providing maximum tendon peak forces in a range of ±10% about the mean. Furthermore, it is shown that the load pattern that forms from considering the relative position of the tendons to the incident wave direction leads to higher forces (≈20%).

Suggested Citation

  • Bonaventura Tagliafierro & Madjid Karimirad & Iván Martínez-Estévez & José M. Domínguez & Giacomo Viccione & Alejandro J. C. Crespo, 2022. "Numerical Assessment of a Tension-Leg Platform Wind Turbine in Intermediate Water Using the Smoothed Particle Hydrodynamics Method," Energies, MDPI, vol. 15(11), pages 1-23, May.
    • Handle: RePEc:gam:jeners:v:15:y:2022:i:11:p:3993-:d:826874
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    References listed on IDEAS

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    Cited by:

    1. Tan, Zhe & Sun, Peng-Nan & Liu, Nian-Nian & Li, Zhe & Lyu, Hong-Guan & Zhu, Rong-Hua, 2023. "SPH simulation and experimental validation of the dynamic response of floating offshore wind turbines in waves," Renewable Energy, Elsevier, vol. 205(C), pages 393-409.
    2. Galih Bangga, 2022. "Progress and Outlook in Wind Energy Research," Energies, MDPI, vol. 15(18), pages 1-5, September.
    3. Rony, J.S. & Karmakar, D., 2024. "Hydrodynamic response analysis of a hybrid TLP and heaving-buoy wave energy converter with PTO damping," Renewable Energy, Elsevier, vol. 226(C).

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