期刊文献+

离岸式振荡水柱串联气室三维仿真分析

3D Simulation Analysis of Series Air Chamber for Offshore Oscillating Water Column
下载PDF
导出
摘要 振荡水柱(oscillating water column,OWC)波浪能采集装置气室结构优化对波浪能采集效率具有重要意义,采用计算流体动力学分析(CFD)技术研究了气室尺寸和结构的优化问题。应用FLUENT软件水质点造波法和动量源项消波方法建立基于线性波浪理论的三维数值波浪水槽。模拟在周期T=3.5s波浪下对单气室尺寸优化,在此基础上建立三维双气室和三气室串联模型研究各气室内水动力变化规律。结果显示:在一定尺寸范围内增大气室开口以及合适的气室高度可增大气室波浪振动幅度,提高波能转换效率;串联气室中,先与波浪发生作用的气室比后与波浪发生作用的气室水动力性能好。 The optimization of the gas chamber structure of oscillation water column (OWC) can greatly improve the wave energy harvesting efficiency. This paper studied the optimization of gas chamber size and structure with computational fluid dynamics (CFD) analysis. A 3D numerical wave sink model based on the linear wave theory was established with water particle wave-generating method and momentum source wave-absorbing method. The size of single air chamber was optimized within the wave period of 3.5 s by simulation.A 3D model of double and three-chamber series was established based on the singleair chamber results to analyze the variation of hydrodynamic forces in each chamber. The results show that the increase of opening size and proper height of the chamber can increase the wave amplitude in the chamber and the energy conversion efficiency and that in series air chambers, the hydrodynamic performance of the first air chamber is better than that of the ones that follow.
作者 杜小振 柳叙强 朱文斗 朱尙 王国全 DU Xiaozhen;LIU Xuqiang;ZHU Wendou;ZHU Shang;WANG Guoquan(School of Mechanical and Electronic Engineering,Shandong University ofScience and Technology,Qingdao,Shandong 266590,China)
出处 《山东科技大学学报(自然科学版)》 CAS 北大核心 2018年第5期112-118,共7页 Journal of Shandong University of Science and Technology(Natural Science)
基金 中国博士后科学基金项目(2015M582113) 山东省自然科学基金项目(ZR2016EEM23)
关键词 三维振荡水柱 气室 波浪能 计算流体动力学 3D oscillating water column air chamber wave energy computational fluid dynamics (CFD)
  • 相关文献

参考文献6

二级参考文献33

  • 1王永学.无反射造波数值波浪水槽[J].水动力学研究与进展(A辑),1994,9(2):205-214. 被引量:59
  • 2黄先伍,唐平,缪协兴,陈占清.破碎砂岩渗透特性与孔隙率关系的试验研究[J].岩土力学,2005,26(9):1385-1388. 被引量:43
  • 3黎良杰,钱鸣高,李树刚.断层突水机理分析[J].煤炭学报,1996,21(2):119-123. 被引量:148
  • 4交通部第一航务工程勘察设计院.海港码头结构设计手册[M].北京:人民交通出版社,1975..
  • 5高山.二维数值波浪水槽模式的建立和应用及浪流相互作用研究.青岛:中国海洋大学,2003:13-16.
  • 6过达,蔡保华.透空式建筑物面板波浪上托力计算[J].华东水利学院学报,1980(1):14-33.
  • 7Wang H. Water wave pressure on horizontal plate [J] Journal of the Hydraulics Division: ASCE, 96 (10) 1 997-2 017.
  • 8Ren B, Wang Y X. Spectral analysis of irregular wave impact on the structure in splash zone[C]//Proceedings of the International Conference on Offshore Mechanics and Arctic Engineering. Oslo: OMAE, 2002: 149-154.
  • 9Bradner C. Large-Scale Laboratory Observations of Wave Forces on a Highway Bridge Superstructure [D]. USA: Oregon State University , 2008.
  • 10陈国平,孟艳秋.不规则波作用下高桩码头面板上托力计算试验研究[R].南京:河海大学,2009.

共引文献84

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部