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1.
底铰摇板式波浪能装置水动力性能解析研究   总被引:1,自引:1,他引:0  
对底铰摇板式波浪能装置的水动力性能进行了解析研究,基于受约束浮体线性化运动方程,获得小幅线性波作用下装置动力响应和转换性能的解析解;采用解析解计算分析了水深、厚度、密度和PTO阻尼值四个参数选取对装置转换性能的影响.研究结果表明,底铰摇板式波浪能装置具有较宽的频率响应范围;在低频区,水深较大时装置俘获效率较高,而在高频区,水深较小时装置俘获效率较高;系统性能受摇板厚度的影响非常小;密度较小的摇板在高频区性能较好,而密度较大的摇板在低频区性能较好;设置恒定PTO阻尼的情况下,装置性能受FTO阻尼值影响显著,当FTO阻尼取低频辐射阻尼时,装置的俘获效率与满足阻尼匹配条件的情况基本相同;当采用的PTO阻尼与低频辐射阻尼值差别较大时,系统的俘获效率显著降低.  相似文献   

2.
为解决小型无人船由于船体空间紧凑,携带燃料较少导致的续航力差、航程短等问题,本文以三体船为平台,将摆式波浪能发电技术与多体船相结合,提出了一种新型船载波浪发电设备设计方案。该发电设备可由主侧船体之间的波浪运动响应差异驱动,在海上航行时捕获波浪能并转化为电能,以此来补充船上能源。通过数值软件对三体船进行性能预报,结果表明,在四级海况下迎浪航行时,三体船平均波浪能捕获功率可达3.57 kW,波浪能一级转换效率为7.32%,能够有效的补充船上能源。同时,安装船载波浪发电设备具备减摇减荡的效果,提升了三体船的航行稳定性,进一步体现了该装置的可行性和实用性。  相似文献   

3.
对实际工程中的浮力摆式波浪能发电装置进行水动力学研究和优化设计,得到提升波浪能发电能力的方法。首先建立波浪能水动力性能的评估体系,其核心是估算浮力摆波浪能发电装置俘获效率,其中波浪输运能量根据实际海况条件,利用随机波浪理论进行估算,浮力摆俘获能量估算则根据水动力学模型时域计算结果;然后依据建立的水动力性能评估体系,以浮力摆摆板宽度和后端负载为变量进行优化设计,总结了提高波浪能俘获能力的方法,即增大浮力摆宽度,并相应提高匹配负载;最后分析了两套浮力摆的交互作用,计算结果表明,如果将两套设备俘获能量通入同一组蓄能装置中,输入能量更加平稳,即利用浮力摆俘获波浪能的相位差,可以显著提升波浪能发电装置的发电能力。  相似文献   

4.
波浪能发电装置的波能转换通常分为两级能量转换:第一级能量转换是波浪作用下波浪能装置部件发生相对运动驱动PTO做功捕获波浪能;第二级能量转换为将捕获的波浪能转换为电能。其中一级波浪能转换系统的优化设计是提高波浪能装置能量转换效率的重要手段和关键技术。波浪作用下波浪能装置的运动与PTO做功运动相互耦合和影响,本文通过对不同波浪要素环境下、不同PTO阻尼下波浪能装置的频域运动模拟,以迎波宽度比为尺度对波浪能装置的一级能量转换系统进行优化设计,获得波浪能装置的最优做功阻尼,为实型装置负载加载设计提供设计依据,提高波浪能装置能量转化效率。鹰式一号波浪能装置的实海况运动证明,通过对一级能量转换系统的优化设计,能够有效提高装置的发电效率和提高装置对波浪响应频带宽度。  相似文献   

5.
研究摆式波浪能转换装置固有圆频率的理论计算方法,主要探讨了船舶振动计算模型、铰接塔平台计算模型、纵摇体计算模型.通过理论计算得到不同方法下的固有圆频率,同时为了验证理论计算的正确和合理性,进行了水槽模拟试验,确定铰接塔平台计算模型是一种最佳的固有圆频率理论计算模型,为以后摆板设计提供重要依据.  相似文献   

6.
海洋波浪能的开发利用对解决当今社会环境压力、能源危机具有重要的现实意义。通过对一种底部铰接摆式波浪能转换装置的实验,研究装置不同能量转换阶段的效率特点。以电阻负载作为摆板波浪能转换的载体,代替常规动力负载阻尼进行能量吸收;以测量传动链条拉力和位移代替常规测量转轴扭矩和角度计算波浪能功率吸收,并给出由电阻负载换算为动力负载阻尼的公式。结果显示,以电阻为波浪能吸收的负载载体简单有效;摆式波浪能转换装置的一次转换效率较高,中间转换效率相对较低,因此总转换效率表现不是太高。  相似文献   

7.
浮式防波堤与振荡浮子式波浪能转换装置集成是一种较为合理的波浪能开发利用方式,基于方箱式浮式防波堤—波浪能转换集成系统和幕帘式防波堤的研究成果,提出了一种新型方箱—垂直挡浪板式浮式防波堤—波浪能转换集成系统,建立数学模型对该集成系统的水动力特性和能量输出特性进行研究。模型基于N-S方程,采用紧致插值曲线(CIP)方法结合浸没边界法(IBM)求解。运用数值模型探究在一定波浪条件下,动力输出系统(PTO)阻尼力的大小以及挡浪板对集成系统的水动力特性和能量转换特性的影响,得到如下结论:集成系统的俘获宽度比随PTO阻尼力的增大呈现先增大后减小的趋势,在阻尼力F_(PTO)=150 N时达到最大;相对于方箱型集成系统,增设0.1 m挡浪板后可使其最大俘获宽度比η_e提高33%左右;此外,集成系统的俘获宽度比随挡浪板长度增加而增大,增长趋势逐渐变缓,在挡浪板长度S_p=0.5 m时达到最大,此时俘获宽度比η_e=0.563 1。  相似文献   

8.
开孔沉箱是将传统沉箱的前壁开孔,使沉箱前的入射波浪与反射波浪非同相位叠加,达到消能目的。消浪室是开孔沉箱的重要特征结构,其宽度对开孔沉箱的消浪性能具有重要影响。针对可渗明基床开孔沉箱,赋予消浪室宽度以较大的变化范围,开展专项物模试验,研究探讨了在规则波与不规则波作用下,相对消浪室宽度对可渗明基床开孔沉箱前波高反射系数的影响规律,发现反射系数随相对消浪室宽度的增加呈减小—增大—减小的振荡特性,这一发现有别于前人的研究成果,对工程中开孔沉箱消浪室结构的优化设计具有借鉴意义。同时,对试验工况进行数值模拟和解析计算,以物模试验值为标准,评价两种方法在研究相对消浪室宽度对开孔沉箱波高反射系数影响时的规律把握能力及计算精度,对工程中应用这两种方法给出相关建议。  相似文献   

9.
多消浪室局部开孔沉箱防波堤反射特性的迭代解析研究   总被引:1,自引:0,他引:1  
基于势流理论,对多消浪室局部开孔沉箱防波堤的反射特性进行解析研究。研究中采用开孔墙处的二次压力损失边界条件,可以直接考虑波高对于开孔墙处能量损失的影响。利用匹配特征函数展开法和迭代方法得到当前问题的解析解。收敛性验证表明,迭代计算和级数解均具有良好的收敛性。该解析解的计算结果与分区边界元的数值计算结果一致,并且与已有的试验结果符合良好。通过算例分析,研究开孔沉箱防波堤反射系数的主要影响因素。结果表明:与单消浪室开孔沉箱防波堤相比,多消浪室开孔沉箱防波堤可以在更宽的波浪频率范围内保持低反射;增大开孔墙的开孔率,有利于降低多消浪室开孔沉箱防波堤的反射系数;当开孔墙的开孔率沿着入射波方向依次递减时,多消浪室开孔沉箱防波堤的反射系数较小。本文所建立的解析模型简单可靠,可用于工程初步设计中分析开孔沉箱防波堤的水动力性能。  相似文献   

10.
田育丰  黄焱  史庆增 《海洋工程》2012,30(3):177-184
一级转换装置是一个波浪能发电装置中的关键技术,而如何提高能量转化效率,是一级转换过程研究的重点问题。为确定一级转换装置的能量转化效率与哪些因素有关,对摆式波浪能发电装置的摆板机构进行了模型试验研究,测试了摆板模型在多种波浪条件下的动力响应参数,确定了摆板的动力输出特性及其控制因素;测试了在极限波浪作用下,摆板模型装置的受力状况。通过试验,为摆式波浪能发电装置的设计提供了必要的参考依据。  相似文献   

11.
The hydrodynamic performance of a bottom-hinged flap wave energy converter(WEC) is investigated through a frequency domain numerical model.The numerical model is verified through a two-dimensional analytic solution,as well as the qualitative analysis on the dynamic response of avibrating system.The concept of "optimum density" of the bottom-hinged flap is proposed,and its analytic expression is derived as well.The frequency interval in which the optimum density exists is also obtained.The analytic expression of the optimum linear damping coefficient is obtained by a bottom-hinged WEC.Some basic dynamic properties involving natural period,excitation moment,pitch amplitude,and optimum damping coefficient are analyzed and discussed in detail.In addition,this paper highlights the analysis of effects on the conversion performance of the device exerted by some important parameters.The results indicate that "the optimum linear damping period of 5.0 s" is the most ideal option in the short wave sea states with the wave period below 6.0 s.Shallow water depth,large flap thickness and low flap density are advised in the practical design of the device in short wave sea states in order to maximize power capture.In the sea state with water depth of 5.0 m and wave period of 5.0 s,the results of parametric optimization suggest a flap with the width of 8.0 m,thickness of 1.6 m,and with the density as little as possible when the optimum power take-off(PTO) damping coefficient is adopted.  相似文献   

12.
In this paper a finite array of hinged flap-type wave energy converters are modelled using a mathematical approach. These are illustrative of the Oyster device of Aquamarine Power Ltd.1 A novel semi-analytic solution method is presented for a set of boundary-value problems involving the scattering and radiation of waves by thin barriers used to model the device hydrodynamics. The approach makes use of the geometry to apply Fourier transforms, deriving non-singular integral equations in terms of the jumps in pressure across the flaps. These are then solved numerically using a highly efficient Galerkin expansion method. The focus of the results is on optimisation. We suggest optimal parameters for a single device, identifying flap length as crucial to device performance. This optimisation is then carried through to arrays with optimal arrangements and spacings being determined for a model sea state. Here, the lateral displacement of the devices emerges as a critical factor in optimal array configuration.  相似文献   

13.
为探讨不同地形特征对单浮子集成装置水动力特性的影响,本文基于黏性计算流体动力学理论,应用Star-CCM+软件建立二维数值波浪水槽,研究了规则波作用下受不同地形影响的单浮子式防波堤与波能转换装置集成系统的水动力性能.结果表明:在低频区,不同地形下单浮子集成系统的波能转换效率均大于无地形影响下单浮子集成系统的波能转换效率...  相似文献   

14.
沉箱式防波堤静力与动力稳定性设计体型分析   总被引:2,自引:0,他引:2  
将沉箱式防波堤滑移和倾覆稳定性设计方法分为三类:静力设计方法、不允许沉箱出现滑移和摇摆角的动力设计方法、控制沉箱滑移量和摇摆角的动力设计方法。建立了满足给定抗滑和抗倾安全系数条件下,按静力设计方法确定沉箱尺度的控制方程,研究了波浪条件和安全系数取值对沉箱长宽比的影响。通过动力数值计算分析了沉箱长宽比对沉箱滑移量和摇摆角的影响,并与传统静力设计理论进行了比较,讨论了控制沉箱滑移量和摇摆角的动力设计方法的可行性。  相似文献   

15.
Model tests were conducted to investigate the behaviour of caisson breakwater resting on sand beds subject to impacts due to wave breaking. The centrifuge modelling technique was employed to simulate the prototype stress levels in the foundation soil as the behaviour of sand is highly stress dependent. A wave actuator was developed to simulate the wave-breaking impact loads on the caisson during centrifuge flight. The test results reveal that the vertical and horizontal movements and tilt of the caisson breakwater increase progressively with the number of breaking-wave impacts. The excess pore pressures developed in the foundation sand under non-reversal loading are generally small and appear insignificant. The results of the parametric studies conducted to examine the effects of impact-load pattern, caisson width, rock berm beneath caisson, wave slamming on top slab of caisson and cyclic preloading on the performance of caisson breakwater are also presented. The practical implications of the experimental findings in the present study are also highlighted in this paper.  相似文献   

16.
Analytical models for predicting wave reflection from a perforated-wall caisson breakwater have been developed. Most of the existing models deal with the case in which the waves are normally incident to the caisson lying on a flat sea bottom. In the present paper, using the Galerkin-eigenfunction method, an analytical model is developed that can predict the reflection coefficient of a perforatedwall caisson mounted on a rubble mound foundation when waves are obliquely incident to the breakwater at an arbitrary angle. The developed model is compared with other theoretical results and hydraulic experimental data.  相似文献   

17.
Ye  Yin  Wang  Kun-lin  You  Ya-ge  Sheng  Song-wei 《中国海洋工程》2019,33(5):618-627
The "Sharp Eagle" device is a wave energy converter of a hinged double floating body. The wave-absorbing floating body hinges on the semi-submerged floating body structure. Under the action of wave, the wave-absorbing floating body rotates around the hinge point, and the wave energy can be converted into kinetic energy. In this paper, the power take-off system of "Sharp Eagle II" wave energy converter(the second generation of "Sharp Eagle") was studied, which adopts the hydraulic type power take-off system. The 0-1 power generation mode was applied in this system to make the "Sharp Eagle II" operate under various wave conditions. The principle of power generation was introduced in detail, and the power take-off system was simulated. Three groups of different movement period inputs were used to simulate three kinds of wave conditions, and the simulation results were obtained under three different working conditions. In addition, the prototype of "Sharp Eagle II" wave energy converter was tested on land and in real sea conditions. The experimental data have been collected, and the experimental data and simulation results were compared and validated. This work has laid a foundation for the design and application of the following "Sharp Eagle" series of devices.  相似文献   

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