共查询到20条相似文献,搜索用时 171 毫秒
1.
2.
采用可再生能源中的波浪能为航标供电,是解决航标供能的有效方式。本文以为航标供电的振荡水柱式波浪能发电装置为研究对象,开展不同工况及负载对振荡水柱式波浪能发电装置转换效率影响的研究,确定最高效率下波浪能装置的各类参数值。通过物理模型试验结果表明,获得的最佳效率点在T=2.5s时,H=104mm,转换效率最大为35%。振荡水柱式波浪能发电装置的能量转换效率受负载影响较小,受波浪要素中波高和周期的影响较大,特别是受波高周期比影响较大。本试验结果对优化振荡水柱式波浪能发电装置的方向提供指导意义,有助于进一步研究。 相似文献
3.
4.
为解决海岛海水淡化以及用电问题,设计了一种以浮筒作为波浪捕获装置的小型模块化波浪能发电装置。该装置通过浮筒有效捕获波浪能,转换为浮筒的机械能,再转换为液压能,最后通过液压马达驱动而转换为电能。该发电装置设置了液压蓄能器,使波浪能转换为电能经历了三级转换。蓄存的能量经压力控制系统调节后,增强了连续工作能力,提高了整个系统的安全性和大浪下的发电能力,最终有效解决了波浪能输出不稳定、不连续的关键难题。 相似文献
5.
为解决波能转换装置向深水环境推进过程中存在的系统稳定性和能量转换效率问题,借鉴海洋工程中常用的稳性辅助构件形式,在现有的点吸式波能装置基础上引入阻尼板.基于线性微幅波假设,通过特征函数展开和边界匹配的势流半解析方法,结合多自由度振动理论,探索阻尼板的存在及其构型参数变化对获能系统水动力、运动响应及能量转换效率的影响.计算结果表明,阻尼板会降低浮子受到的波浪激励力,阻尼板与浮子间的相互作用水动力大于浮子自身运动受到的水动力,且主要体现在惯性载荷部分;阻尼板会使系统出现两个耦合共振频率,且新出现的共振频率对阻尼板半径更加敏感,在较小共振频率处的最优波能转换效率均随着阻尼板半径和浸没深度增加先增大后减小.研究结果可为深水波浪能利用的工程应用提供理论基础,为后续振荡浮子波浪能发电装置优化提供依据. 相似文献
6.
《舰船科学技术》2017,(24)
海洋不仅蕴含丰富的石油、天然气资源,还蕴含着潜力巨大的波浪能资源。波浪能按照成因不同可以分为涌浪能和风浪能2种,波浪能作为一种清洁、可再生能源,其合理的开发和利用已经成为一项国际研究热点。我国海岸线漫长,海洋面积广大,波浪能的合理利用有助于调节我国的能源结构,促进国民经济持续、健康和稳定的发展。在波浪能开发过程中,实现海水动能、势能转化为电能是一项关键技术,目前常见的能量转换装置包括振荡水柱式、越浪式、摆式等。本文建立了波浪能的运动数学模型,在传统的越浪式发电装置的基础上,设计了一种新型的碟型越浪式波浪能发电装置,并对该碟型发电装置的整体结构和工作原理进行详细介绍。 相似文献
7.
8.
对双浮箱与不同形式板组合的浮堤进行二维水槽波浪物理模型试验,探讨水平板入水深度、水平板开孔率、多孔竖直板等因素对浮式防波堤消浪性能的影响,重点分析双浮箱与多孔竖直板组合的浮堤的消浪性能和消浪机理。结果表明,对于双浮箱与水平板组合的浮堤,整体上水平板开孔时的消浪效果优于水平板不开孔时,尤其在波浪周期较长时。随着水平板入水深度的增大,浮堤的波浪透射系数明显减小、消浪效果明显改善,但整体上较双浮箱间无板时,其消浪性能仍无明显提高。与双浮箱间无板时相比,双浮箱间设置多孔竖直板时新型浮堤的波浪透射系数均减小,浮堤的消浪效果均得到明显改善。与双浮箱间无板时相比,双浮箱间设置多孔竖直板时新型浮堤的波浪反射系数均减小、波能损耗系数均增大。双浮箱间设置多孔竖直板时浮堤消浪效果改善的主要原因是双浮箱间的多孔竖直板增强了浮堤的波能损耗。 相似文献
9.
对具有波浪能转换功能的浮式防波堤性能进行评估。根据VOF技术和有限元空间离散法建立二维数值波浪水槽,在单个圆柱形浮子研究的基础上进一步模拟波浪与双圆柱形浮子之间的相互作用,记录浮子前后的波高,研究阻尼系数对波浪透射系数和波浪能提取效率的影响。结果表明,相比于单浮子系统,阻尼系数对双浮子系统的透射系数和能量提取效率影响更大,后者对阻尼系数的变化更为敏感;在相同波况下,双圆柱形浮子的能量提取效率与单圆柱形浮子的能量提取效率不是简单的2倍关系,二者的比值在研究的范围内始终大于2,这表明浮子之间的相互作用是正面的,有助于能量的提取。 相似文献
10.
11.
12.
13.
针对新型附带消浪板桩基透空堤消浪性能,对波浪作用下该新型透空堤的反射系数、透射系数以及波能分布进行研究.采用FLOW-3D数值模拟方法,得出消浪板的开孔率、相对入水深度以及倾斜角度变化时透空堤反射系数、透射系数以及波能分布.结果显示:1)该新型附带消浪板桩基透空堤具有较好的消浪性能,开孔率越小,其反射系数越大、透射系数... 相似文献
14.
15.
16.
17.
18.
《船舶与海洋工程学报》2019,(3)
The hydroelastic response of very large floating structures(VLFS) under the action of ocean waves is analysed considering the small amplitude wave theory. The very large floating structure is modelled as a floating thick elastic plate based on TimoshenkoMindlin plate theory, and the analysis for the hydroelastic response is performed considering different edge boundary conditions.The numerical study is performed to analyse the wave reflection and transmission characteristics of the floating plate under the influence of different support conditions using eigenfunction expansion method along with the orthogonal mode-coupling relation in the case of finite water depth. Further, the analysis is extended for shallow water depth, and the continuity of energy and mass flux is applied along the edges of the plate to obtain the solution for the problem. The hydroelastic behaviour in terms of reflection and transmission coefficients, plate deflection, strain, bending moment and shear force of the floating thick elastic plate with support conditions is analysed and compared for finite and shallow water depth. The study reveals an interesting aspect in the analysis of thick floating elastic plate with support condition due to the presence of the rotary inertia and transverse shear deformation. The present study will be helpful for the design and analysis of the VLFS in the case of finite and shallow water depth. 相似文献
19.
The integration of wave energy converters(WECs) with floating breakwaters has become common recently due to the benefits of both cost-sharing and providing offshore power supply. In this study, based on viscous computational fluid dynamics(CFD) theory, we investigated the hydrodynamic performances of the floating box and Berkeley Wedge breakwaters, both of which can also serve as WECs. A numerical wave flume model is constructed using Star-CCM+software and applied to investigate the interaction between waves and wave energy converters while completing the verification of the convergence study of time and space steps. The effects of wave length on motion response and transmission coefficient of the floating box breakwater model are studied. Comparisons of our numerical results and published experimental data indicate that Star-CCM+ is very capable of accurately modeling the nonlinear wave interaction of floating structures, while the analytical potential theory overrates the results especially around the resonant frequency. Optimal damping can be readily predicted using potential flow theory and can then be verified by CFD numerical results. Next, we investigated the relationship between wave frequencies and various coefficients using the CFD model under optimal damping, including the motion response, transmission coefficient, reflection coefficient,dissipation coefficient, and wave energy conversion efficiency. We then compared the power generation efficiencies and wave dissipation performances of the floating box and Berkeley Wedge breakwaters. The results show that the power generation efficiency of the Berkeley Wedge breakwater is always much higher than that of the floating box breakwater. Besides, the wave dissipation performance of the Berkeley Wedge breakwater is much better than that of the floating box breakwater at lower frequency. 相似文献