Analytical and experimental investigation on the hydrodynamic performance of onshore wave-power devices

被引:88
作者
Wang, DJ [1 ]
Katory, M [1 ]
Li, YS [1 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Struct Engn, Hong Kong, Hong Kong, Peoples R China
关键词
wave energy; oscillating water column; 3D boundary element method;
D O I
10.1016/S0029-8018(01)00058-0
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
The hydrodynamic performance of the oscillating water column type shoreline-mounted wave-power device is numerically studied within linear wave theory by using a boundary element method based on the Wehausen and Laitone 3D shallow water Green's function. In order to verify the numerical model, a 1:12 physical model with different bottom slopes was constructed and tested in a wave basin under regular wave conditions. The effects of the bottom slope on the hydrodynamic performance are investigated by both analytical and experimental methods. (C) 2002 Elsevier Science Ltd. All rights reserved.
引用
收藏
页码:871 / 885
页数:15
相关论文
共 22 条
[1]  
[Anonymous], 1993, P 1 EUROPEAN WAVE EN
[2]  
BELLAMY NW, 1985, P IUTAM S HYDR OC WA, P69
[3]  
Brito-Melo A, 1999, INT OFFSHORE POLAR E, P188
[4]   THE INFLUENCE OF PROJECTING SIDEWALLS ON THE HYDRODYNAMIC PERFORMANCE OF WAVE-ENERGY DEVICES [J].
COUNT, BM ;
EVANS, DV .
JOURNAL OF FLUID MECHANICS, 1984, 145 (AUG) :361-376
[6]  
Falcao AdO, 1980, 15 INT C THEOR APPL
[7]   SURFACE-WAVE INTERACTIONS WITH SYSTEMS OF OSCILLATING BODIES AND PRESSURE DISTRIBUTIONS [J].
FALNES, J ;
MCIVER, P .
APPLIED OCEAN RESEARCH, 1985, 7 (04) :225-234
[8]  
HOTTA H, 1988, P 7 INT C OFFSH MECH, P91
[9]  
KATORY M, 1977, NAV ARCHIT, P100
[10]   Design of capacitated networks with tree configurations [J].
Lee, K ;
Park, K ;
Park, S .
TELECOMMUNICATION SYSTEMS, 1996, 6 (01) :1-19