Oscillating Wave Surge Converter-Type Attachment for Extracting Wave Energy While Reducing Hydroelastic Responses of Very Large Floating Structures

被引:12
作者
Nguyen, H. P. [1 ]
Wang, C. M. [1 ]
机构
[1] Univ Queensland, Sch Civil Engn, St Lucia, Qld 4072, Australia
来源
JOURNAL OF OFFSHORE MECHANICS AND ARCTIC ENGINEERING-TRANSACTIONS OF THE ASME | 2020年 / 142卷 / 04期
基金
澳大利亚研究理事会;
关键词
wave energy; very large floating structure; hydroelastic responses; oscillating wave surge converter; dynamics of structures; fluid-structure interaction; hydrodynamics; ocean energy technology; ocean space utilization; PONTOON-TYPE VLFS; PERFORMANCE;
D O I
10.1115/1.4045916
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
This paper presents an oscillating wave surge converter (OWSC)-type attachment, comprising a submerged vertical flap connected to the fore edge of a very large floating structure (VLFS) with hinges and linear power take-off (PTO) systems, for extracting wave energy while reducing hydroelastic responses of VLFS. In terms of reductions in hydroelastic responses of VLFS, the OWSC-type attachment is better than the recently proposed raft wave energy converter (WEC)-type attachment for relatively short waves (T < 7 s) and better than the conventional anti-motion device comprising a submerged vertical flap rigidly connected to the fore edge of VLFS for all wave periods. Importantly, the horizontal wave force acting on the submerged flap for the OWSC-type attachment is smaller than that for the conventional anti-motion device, leading to a more economical mooring system. In terms of wave energy extraction, the OWSC-type attachment is better than the raft WEC-type attachment for intermediate and long waves (T <greater than or equal to> 7 s). In addition, for maximizing power production, the required flap length for the OWSC-type attachment is much smaller than the required pontoon length for the raft WEC-type attachment (about lambda /10 as compared to about lambda /3, where lambda is the incident wavelength).
引用
收藏
页数:9
相关论文
共 45 条
[1]  
[Anonymous], 2008, VERY LARGE FLOATING
[2]  
[Anonymous], 2014, Wave Energy Technology Brief"
[3]  
[Anonymous], 2002, Ocean Waves and Oscillating Systems: Linear Interactions Including Wave-Energy Extraction, DOI DOI 10.1017/CBO9780511754630
[4]   Numerical benchmarking study of a selection of wave energy converters [J].
Babarit, A. ;
Hals, J. ;
Muliawan, M. J. ;
Kurniawan, A. ;
Moan, T. ;
Krokstad, J. .
RENEWABLE ENERGY, 2012, 41 :44-63
[5]  
Babarit A., 2015, Tech. Rep., DOI [10.13140/RG.2.1.3807.8885, DOI 10.13140/RG.2.1.3807.8885]
[6]   Dual inclined perforated anti-motion plates for mitigating hydroelastic response of a VLFS under wave action [J].
Cheng, Yong ;
Ji, Chunyan ;
Zhai, Gangjun ;
Oleg, Gaidai .
OCEAN ENGINEERING, 2016, 121 :572-591
[7]  
Dean RG, 1991, WATER WAVE MECH ENG, V2
[8]  
Faltinsen O, 1993, Sea Loads on Ships and Offshore Structures (Cambridge Ocean Technology Series), V1
[9]   Laboratory experiments on the power capture of pitching vertical cylinders in waves [J].
Flocard, F. ;
Finnigan, T. D. .
OCEAN ENGINEERING, 2010, 37 (11-12) :989-997
[10]   Hydroelastic analysis of flexible floating interconnected structures [J].
Fu, Shixiao ;
Moan, Torgeir ;
Chen, Xujun ;
Cui, Weicheng .
OCEAN ENGINEERING, 2007, 34 (11-12) :1516-1531