Preliminary Design and Dynamic Response of Multi-Purpose Floating Offshore Wind Turbine Platform: Part 1

Floating offshore wind turbine foundations are based on platforms operated by the oil and gas industry. However, they are designed and optimized to meet the wind turbines� operating criteria. Although Malaysia is considered a low-wind-speed country, there are some locations facing the South China...

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Main Authors: Alsubal, S., Liew, M.S., Shawn, L.E.
Format: Article
Published: MDPI 2022
Online Access:http://scholars.utp.edu.my/id/eprint/28808/
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85125752182&doi=10.3390%2fjmse10030336&partnerID=40&md5=18254f76ca14e3f8414b5cc903dafc61
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spelling oai:scholars.utp.edu.my:288082023-02-09T04:27:12Z http://scholars.utp.edu.my/id/eprint/28808/ Preliminary Design and Dynamic Response of Multi-Purpose Floating Offshore Wind Turbine Platform: Part 1 Alsubal, S. Liew, M.S. Shawn, L.E. Floating offshore wind turbine foundations are based on platforms operated by the oil and gas industry. However, they are designed and optimized to meet the wind turbines� operating criteria. Although Malaysia is considered a low-wind-speed country, there are some locations facing the South China Sea that are found to be feasible for wind energy harnessing. The average daily wind speed may reach up to 15 m/s. Therefore, designing a cost-effective platform that can operate in Malaysian waters which has less severe environmental conditions compared to the North Sea would be a prudent undertaking. In this study, a new design of a multi-purpose floating offshore wind turbine platform (Mocha-TLP) is presented. In addition, the dynamic response of the platform to wave loads was investigated using the Navier�Stokes code STAR CCM+ developed by CD-adapco. Moreover, free-oscillation tests were performed to determine the natural periods of the platform. Three approaching wave cases and two wave conditions (WC) were considered. The results show that the natural periods of the platforms were within the recommended range for pitch, roll, yaw, heave, sway and surge motions. The platform was stable in rotational motion within the three cases. However, it experienced a noticeable surge motion which was more critical with wave condition one (WC1) since the wavelength equalled the length of the structure. The dynamic response of the platform to wave loads wase minimal and within the operational requirements for wind turbines. © 2022 by the authors. Licensee MDPI, Basel, Switzerland. MDPI 2022 Article NonPeerReviewed Alsubal, S. and Liew, M.S. and Shawn, L.E. (2022) Preliminary Design and Dynamic Response of Multi-Purpose Floating Offshore Wind Turbine Platform: Part 1. Journal of Marine Science and Engineering, 10 (3). https://www.scopus.com/inward/record.uri?eid=2-s2.0-85125752182&doi=10.3390%2fjmse10030336&partnerID=40&md5=18254f76ca14e3f8414b5cc903dafc61
institution Universiti Teknologi Petronas
building UTP Resource Centre
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Petronas
content_source UTP Institutional Repository
url_provider http://eprints.utp.edu.my/
description Floating offshore wind turbine foundations are based on platforms operated by the oil and gas industry. However, they are designed and optimized to meet the wind turbines� operating criteria. Although Malaysia is considered a low-wind-speed country, there are some locations facing the South China Sea that are found to be feasible for wind energy harnessing. The average daily wind speed may reach up to 15 m/s. Therefore, designing a cost-effective platform that can operate in Malaysian waters which has less severe environmental conditions compared to the North Sea would be a prudent undertaking. In this study, a new design of a multi-purpose floating offshore wind turbine platform (Mocha-TLP) is presented. In addition, the dynamic response of the platform to wave loads was investigated using the Navier�Stokes code STAR CCM+ developed by CD-adapco. Moreover, free-oscillation tests were performed to determine the natural periods of the platform. Three approaching wave cases and two wave conditions (WC) were considered. The results show that the natural periods of the platforms were within the recommended range for pitch, roll, yaw, heave, sway and surge motions. The platform was stable in rotational motion within the three cases. However, it experienced a noticeable surge motion which was more critical with wave condition one (WC1) since the wavelength equalled the length of the structure. The dynamic response of the platform to wave loads wase minimal and within the operational requirements for wind turbines. © 2022 by the authors. Licensee MDPI, Basel, Switzerland.
format Article
author Alsubal, S.
Liew, M.S.
Shawn, L.E.
spellingShingle Alsubal, S.
Liew, M.S.
Shawn, L.E.
Preliminary Design and Dynamic Response of Multi-Purpose Floating Offshore Wind Turbine Platform: Part 1
author_facet Alsubal, S.
Liew, M.S.
Shawn, L.E.
author_sort Alsubal, S.
title Preliminary Design and Dynamic Response of Multi-Purpose Floating Offshore Wind Turbine Platform: Part 1
title_short Preliminary Design and Dynamic Response of Multi-Purpose Floating Offshore Wind Turbine Platform: Part 1
title_full Preliminary Design and Dynamic Response of Multi-Purpose Floating Offshore Wind Turbine Platform: Part 1
title_fullStr Preliminary Design and Dynamic Response of Multi-Purpose Floating Offshore Wind Turbine Platform: Part 1
title_full_unstemmed Preliminary Design and Dynamic Response of Multi-Purpose Floating Offshore Wind Turbine Platform: Part 1
title_sort preliminary design and dynamic response of multi-purpose floating offshore wind turbine platform: part 1
publisher MDPI
publishDate 2022
url http://scholars.utp.edu.my/id/eprint/28808/
https://www.scopus.com/inward/record.uri?eid=2-s2.0-85125752182&doi=10.3390%2fjmse10030336&partnerID=40&md5=18254f76ca14e3f8414b5cc903dafc61
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score 13.160551