教授 博士生导师 硕士生导师
主要任职: 建设工程学院副院长
其他任职: 海岸和近海工程国家重点实验室主任
性别: 男
毕业院校: 大连理工大学
学位: 博士
所在单位: 建设工程学院
学科: 港口、海岸及近海工程. 流体力学
办公地点: 海岸和近海工程国家重点实验室A309
联系方式: 0411-84708267
电子邮箱: dzning@dlut.edu.cn
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论文类型: 期刊论文
发表时间: 2016-04-15
发表刊物: APPLIED ENERGY
收录刊物: SCIE、EI
卷号: 168
页面范围: 636-648
ISSN号: 0306-2619
关键字: OWC; Wave energy; Model testing; Hydrodynamic efficiency; Water motion
摘要: The hydrodynamic performance of a fixed Oscillating Water Column (OWC) wave energy device under various wave conditions and geometric parameters was tested experimentally in a wave flume. The measured water surface elevation at the chamber center, the air pressure in the chamber of the OWC device and the hydrodynamic efficiency are compared well with the published numerical model results in Ning et al. (2015). Then the effects of various parameters including incident wave amplitude, the chamber width, the front wall draught, the orifice scale and the bottom slope on the hydrodynamic efficiency of the OWC device were investigated. It is found that the opening ratio epsilon (epsilon = S-0/S, where S-0 and S are the cross-sectional areas of the orifice and the air chamber, respectively) has a significant influence on the maximum hydrodynamic efficiency of the OWC device. The optimal efficiency occurs at the opening ratio of epsilon = 0.66%. Although bottom slope has little influence on the resonant frequency, the optimal hydrodynamic efficiency increases with the increase of bottom slope. A proper bottom slope can provide a work space in the OWC chamber almost independent on the sea wave conditions. The spatial variation of the water surface inside and outside the chamber was also examined. And the results indicate that the water motion is highly dependent on the relative wave length lambda/B (where A is the wave length and B is the chamber width). Seiching phenomenon is triggered when lambda/B = 2 at which the hydrodynamic efficiency is close to zero. (C) 2016 Elsevier Ltd. All rights reserved.