FN Archimer Export Format
PT J
TI Round Robin Laboratory Testing of a Scaled 10 MW Floating Horizontal Axis Wind Turbine
BT 
AF Gueydon, Sebastien
   Judge, Frances M.
   O’Shea, Michael
   Lyden, Eoin
   Le Boulluec, Marc
   Caverne, Julien
   Ohana, Jeremy
   Kim, Shinwoong
   Bouscasse, Benjamin
   Thiebaut, Florent
   Day, Sandy
   Dai, Saishuai
   Murphy, Jimmy
AS 1:1;2:1;3:1;4:1;5:2;6:2;7:3;8:3;9:3;10:1;11:4;12:4;13:1;
FF 1:;2:;3:;4:;5:PDG-REM-RDT-LCSM;6:PDG-REM-RDT-LCSM;7:;8:;9:;10:;11:;12:;13:;
C1 MaREI Centre, Environmental Research Institute, University College Cork, P43 C573 Cork, Ireland
   IFREMER, Hydrodynamique et Océano-Météo, BP 70, 29280 Plouzané, France
   École Centrale de Nantes, LHEEA Laboratory, 44000 Nantes, France
   Department of Naval Architecture, Ocean and Marine Engineering, University of Strathclyde, 100 Montrose Street, Glasgow G4 0LZ, UK
C2 UNIV COLL CORK, IRELAND
   IFREMER, FRANCE
   ECOLE CENT NANTES, FRANCE
   UNIV STRATHCLYDE, UK
SI BREST
SE PDG-REM-RDT-LCSM
IN WOS Ifremer UPR
   DOAJ
   copubli-france
   copubli-europe
IF 2.744
TC 4
UR https://archimer.ifremer.fr/doc/00722/83393/88367.pdf
LA English
DT Article
DE ;floating wind;tank testing;round robin;wind thrust;aerial mooring
AB This paper documents the round robin testing campaign carried out on a floating wind turbine as part of the EU H2020 MaRINET2 project. A 1/60th scale model of a 10 MW floating platform was tested in wave basins in four different locations around Europe. The tests carried out in each facility included decay tests, tests in regular and irregular waves with and without wind thrust, and tests to characterise the mooring system as well as the model itself. For the tests in wind, only the thrust of the turbine was considered and it was fixed to pre-selected levels. Hence, this work focuses on the hydrodynamic responses of a semi-submersible floating foundation. It was found that the global surge stiffness was comparable across facilities, except in one case where different azimuth angles were used for the mooring lines. Heave and pitch had the same stiffness coefficient and periods for all basins. Response Amplitude Operators (RAOs) were used to compare the responses in waves from all facilities. The shape of the motion RAOs were globally similar for all basins except around some particular frequencies. As the results were non-linear around the resonance and cancellation frequencies, the differences between facilities were magnified at these frequencies. Surge motions were significantly impacted by reflections leading to large differences in these RAOs between all basins 
PY 2021
PD SEP
SO Journal Of Marine Science And Engineering
SN 2077-1312
PU MDPI AG
VL 9
IS 9
UT 000700675600001
DI 10.3390/jmse9090988
ID 83393
ER

EF