Design, modelling, and analysis of a large floating dock for spar floating wind turbine installation

被引:17
|
作者
Jiang, Zhiyu [1 ]
Yttervik, Rune [2 ]
Gao, Zhen [3 ,4 ,5 ]
Sandvik, Peter Christian [6 ]
机构
[1] Univ Agder, Dept Engn Sci, N-4898 Grimstad, Norway
[2] Equinor ASA, Res & Dev, Trondheim, Norway
[3] Norwegian Univ Sci & Technol NTNU, Ctr Res Based Innovat Marine Operat SFI MOVE, N-7491 Trondheim, Norway
[4] NTNU, Dept Marine Technol, Trondheim, Norway
[5] NTNU, Ctr Autonomous Marine Operat & Syst SFF AMOS, Trondheim, Norway
[6] SINTEF Ocean AS, Trondheim, Norway
关键词
Offshore installation; Spar floating wind turbine; Floating dock; Design optimisation; Hydrodynamics; Numerical modelling; Time domain; Frequency domain; Dynamic response; MONOPILE;
D O I
10.1016/j.marstruc.2020.102781
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Installation of floating wind turbines at the offshore site is a challenging task. A significant part of the time efficiency and costs are related to the installation methods which are sensitive to weather conditions. This study investigates a large floating dock concept, which can be used to shield a floating wind turbine during installation of tower, nacelle, and rotor onto a spar foundation. In this paper, the concept is described in detail, and a design optimisation is carried out using simple design constraints. Hydrodynamic analysis and dynamic response analysis of the coupled system of the optimum dock and spar are conducted. Two spars of different sizes are considered, and the motion responses of the spars with and without the dock in irregular waves are compared. Through analysis of the motion spectra and response statistics, dynamic characteristics of the coupled system is revealed. The present design of the dock reduces the platform-pitch responses of the spars and potentially facilitates blade mating, but may deteriorate the heave velocity of the spars in swell conditions. Finally, future design aspects of the floating dock are discussed.
引用
收藏
页数:29
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