Multi-level hydrodynamic modelling of a scaled 10MW TLP wind turbine

Antonio Manuel Pegalajar Jurado; Henrik Bredmose; Michael Borg

doi:10.1016/j.egypro.2016.09.206

Multi-level hydrodynamic modelling of a scaled 10MW TLP wind turbine

Antonio Manuel Pegalajar Jurado, Henrik Bredmose, Michael Borg

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Abstract

In the present paper the accuracy of three numerical models for a scaled 10MW TLP wind turbine is assessed by comparison with test data. The three models present different levels of complexity, and therefore different degrees of accuracy can be expected. A set of load cases including irregular and focused waves is run in the three models, where only wave loads are considered. The simulation results are compared against the test data, and the numerical models are assessed based on their ability to reproduce the test results. Finally, the possibility of enhancing the simple model by using the advanced models is discussed. (C) 2016 The Authors. Published by Elsevier Ltd.

Original language	English
Journal	Energy Procedia
Volume	94
Pages (from-to)	124-132
Number of pages	9
ISSN	1876-6102
DOIs	https://doi.org/10.1016/j.egypro.2016.09.206
Publication status	Published - 2016
Event	13th Deep Sea Offshore Wind R&D Conference - Trondheim, Norway Duration: 20 Jan 2016 → 22 Jan 2016 Conference number: 13 https://www.sintef.no/projectweb/deepwind_2016/

Conference

Conference	13th Deep Sea Offshore Wind R&D Conference
Number	13
Country/Territory	Norway
City	Trondheim
Period	20/01/2016 → 22/01/2016
Internet address	https://www.sintef.no/projectweb/deepwind_2016/

Keywords

Hydrodynamic modelling
Floating wind turbine
TLP
Tension leg platform
Wave loads
Dynamic response

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Multi-level Hydrodynamic ModellingFinal published version, 1.05 MBLicence: CC BY-NC-ND

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title = "Multi-level hydrodynamic modelling of a scaled 10MW TLP wind turbine",

abstract = "In the present paper the accuracy of three numerical models for a scaled 10MW TLP wind turbine is assessed by comparison with test data. The three models present different levels of complexity, and therefore different degrees of accuracy can be expected. A set of load cases including irregular and focused waves is run in the three models, where only wave loads are considered. The simulation results are compared against the test data, and the numerical models are assessed based on their ability to reproduce the test results. Finally, the possibility of enhancing the simple model by using the advanced models is discussed. (C) 2016 The Authors. Published by Elsevier Ltd.",

keywords = "Hydrodynamic modelling, Floating wind turbine, TLP, Tension leg platform, Wave loads, Dynamic response",

author = "{Pegalajar Jurado}, {Antonio Manuel} and Henrik Bredmose and Michael Borg",

year = "2016",

doi = "10.1016/j.egypro.2016.09.206",

language = "English",

volume = "94",

pages = "124--132",

journal = "Energy Procedia",

issn = "1876-6102",

publisher = "Elsevier",

note = "13th Deep Sea Offshore Wind R&D Conference, EERA DeepWind'2016 ; Conference date: 20-01-2016 Through 22-01-2016",

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TY - GEN

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AU - Pegalajar Jurado, Antonio Manuel

AU - Bredmose, Henrik

AU - Borg, Michael

N1 - Conference code: 13

PY - 2016

Y1 - 2016

N2 - In the present paper the accuracy of three numerical models for a scaled 10MW TLP wind turbine is assessed by comparison with test data. The three models present different levels of complexity, and therefore different degrees of accuracy can be expected. A set of load cases including irregular and focused waves is run in the three models, where only wave loads are considered. The simulation results are compared against the test data, and the numerical models are assessed based on their ability to reproduce the test results. Finally, the possibility of enhancing the simple model by using the advanced models is discussed. (C) 2016 The Authors. Published by Elsevier Ltd.

AB - In the present paper the accuracy of three numerical models for a scaled 10MW TLP wind turbine is assessed by comparison with test data. The three models present different levels of complexity, and therefore different degrees of accuracy can be expected. A set of load cases including irregular and focused waves is run in the three models, where only wave loads are considered. The simulation results are compared against the test data, and the numerical models are assessed based on their ability to reproduce the test results. Finally, the possibility of enhancing the simple model by using the advanced models is discussed. (C) 2016 The Authors. Published by Elsevier Ltd.

KW - Hydrodynamic modelling

KW - Floating wind turbine

KW - TLP

KW - Tension leg platform

KW - Wave loads

KW - Dynamic response

U2 - 10.1016/j.egypro.2016.09.206

DO - 10.1016/j.egypro.2016.09.206

M3 - Conference article

SN - 1876-6102

VL - 94

SP - 124

EP - 132

JO - Energy Procedia

JF - Energy Procedia

T2 - 13th Deep Sea Offshore Wind R&D Conference

Y2 - 20 January 2016 through 22 January 2016

ER -

Multi-level hydrodynamic modelling of a scaled 10MW TLP wind turbine

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