A Field Experiment on Wave Forces on an Energy-Absorbing Breakwater

被引:3
作者
Filianoti, Pasquale G. F. [1 ]
Gurnari, Luana [2 ]
机构
[1] Univ Mediterranea Reggio Calabria, Dept Civil Energy Environm & Mat Engn DICEAM, Via Graziella, I-89122 Reggio Di Calabria, Italy
[2] Univ Mediterranea Reggio Calabria, Dept Informat Engn Infrastruct & Sustainable Eneg, Via Graziella, I-89122 Reggio Di Calabria, Italy
关键词
Oscillating Water Column; wave loads; field experiment; pressure distribution; absorption coefficient; caisson breakwater; Goda's formula; CAISSON BREAKWATERS; DESIGN; OWC;
D O I
10.3390/en13071563
中图分类号
TE [石油、天然气工业]; TK [能源与动力工程];
学科分类号
0807 ; 0820 ;
摘要
The U-OWC is a caisson breakwater embodying a device for wave energy absorption. Under the wave action, the pressure acting on the upper opening of the vertical duct fluctuates, producing a water discharge alternatively entering/exiting the plant through the U-duct, formed by the duct and the chamber. The interaction between incoming waves and the water discharge alters the wave pressure distribution along the wave-beaten wall of this breakwater compared with the pressure distributions on a vertical pure reflecting wall. As a consequence, the horizontal wave forces produced on the breakwater are also different. A small scale U-OWC breakwater was put off the eastern coast of the Strait of Messina (Southern Italy) to measure the horizontal wave force. Experimental results were compared with Boccotti's and Goda's wave pressure formulas, carried out for conventional upright breakwaters, to check their applicability on the U-OWC breakwaters. Both models are suitable for design of U-OWC breakwaters even if they tend to overestimate by up to 25% the actual horizontal loads on the breakwater. Indeed, the greater the absorption of the energy is, the lower the wave pressure on the breakwater wall is.
引用
收藏
页数:22
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