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1.
文章描述了浮摆式波能发电装置中摆板系统的收集原理;并基于AQWA 水动力学计算软件,从频域和时域的角度出发,对4种尺寸固定的摆板形状进行了优化,发现锥形体摆板的做功能力较强;对锥形体的吃水深度、摆轴负载和摆板与后墙壁的距离进行优化,得出吃水深度不超过0.6m、摆轴负载低于300N·m、摆板与后墙壁的距离为4m时,该锥形体摆板都能较好地做功。  相似文献   

2.
海况是影响波浪能发电装置运行效率的因素之一。以浮摆式波能发电装置为基础,描述了其中摆板系统的收集原理;并基于AQWA(advanced quantitive wave analysis)水动力学计算软件,仿真计算了三种波况下各摆板的运动响应,发现波向为45°角是摆板系统的最佳运行角度;当波高不超过0.6 m时,摆板的运动状态较易趋于平衡。另外,提出了一种估算摆板采集波能的平均转换效率的方法,并基于相关拟合函数软件,计算了5种较理想波况下摆板采集波能的平均能量转换效率,结果发现,波浪的周期和波高越大,摆板的波能采集效率越低。  相似文献   

3.
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   

4.
杨利霞  谢应涛  孔娃  于萍萍  王刚 《海洋学报》2010,32(9):6089-6095
提出了斜入射分层线性各向异性等离子体电磁散射的时域有限差分(FDTD)方法,通过将二维麦克斯韦方程等价地转换为一维麦克斯韦方程,避免了用二维时域有限差分方法分析该散射问题,极大地提高了计算效率.分析推导了TEz和TMz波斜入射线性分层各向异性等离子体电磁散射的FDTD方法,然后通过该方法计算不同入射角的各向异性等离子板的电磁波反射系数,并与其解析解进行比较,结果表明该方法的准确性和有效性.最后,将该算法应用于计算涂覆分层各向异性等离子  相似文献   

5.
陈文  滕斌 《海洋工程》2014,32(6):59-67
基于势流理论,建立波浪与摆式波能转换装置作用的三维频域分析模型。应用数值模型对两种质量的摆式波能转换装置进行水动力分析,在考虑粘性阻尼作用的条件下,计算传动系统的最优扭阻系数。在最佳工况下,开展了波浪频率对摆板运动响应和俘获能量影响的系统研究,给出了波浪最佳频率范围、摆板振幅、能量俘获效率以及摆板表面的波动压强。  相似文献   

6.
为了理解南沙海槽前陆盆地演化过程及其动力学特征,基于中科院南海海洋研究所过去数十年获得的地球物理数据和最新国内外研究成果,在深入分析盆地构造史、沉积特征等之后,建立了中中新世以来南沙海槽前陆盆地弹性岩石圈板挠曲模型,并采用有限差分数值方法来模拟盆地演化.通过模拟重建了盆地沉积沉降、构造活动、挠曲变形动态演化过程,预测了...  相似文献   

7.
粤西台风暴潮数值模拟计算   总被引:1,自引:0,他引:1  
一、前言广东省的粤西海岸屡遭台风和台风暴潮的袭击,是我国台风暴潮的多发区和重灾区之一,我国近百年来最严重的一次8007号特大台风暴潮就发生在该地区。本文从风暴潮二维全流方程组出发,采用交错网格和有限差分方法,并取圆形台风模式,对袭击粤西海岸的台风暴潮进行了有限差分数值模拟计算,获得了较为理想的结果。二、数学模式(一) 全流方程组和有限差分方程组假设本数值模拟计算海区(图1)的海水是不可压缩的流体,密度均匀且为一常数,  相似文献   

8.
非规则三角网格有限差分法地震正演模拟   总被引:9,自引:0,他引:9  
针对有限差分方法在地震正演模拟中的广泛应用,提出了1种基于三角形网格的地震正演模拟差分算法。相对于矩形网格差分法而言,该方法可以更为精确地描述弯曲的速度界面,可直接用于起伏地表模型的正演模拟计算而无需对模型做特殊处理。由于空间步长可随速度的变化而改变,加之在递推计算中采用了显式差分算法,该方法可视为对传统的规则网格有限差分法的有效改进。数值模拟的结果表明该方法是稳定、精确的且具有较高的计算效率。  相似文献   

9.
为了研究海底防沉板—桩复合基础在地震荷载作用下的动力反应特性,以我国南海深水工程实例为研究对象,利用Flac3D有限差分仿真软件建立了计算模型,土体采用Mohr-Coulomb本构模型,模型底部输入EL Centro地震波,对不同桩长的复合基础进行分析计算.在该特定工程背景下,研究结果表明:随着桩长的增加,防沉板顶部加速度放大系数呈减小趋势;地震荷载下,复合基础发生震陷,沉降量在地震波加速度峰值过后趋于稳定;当桩长为6m时,复合基础的水平振动程度和震陷量最小;由于桩基础把震动能量传输到深部土层中,复合基础周围土体的加速度响应值小于远场土体.在动力时域内,防沉板与桩连接处弯矩最大,需要在此处增设加固装置.  相似文献   

10.
宋运法 《热带海洋》1996,15(2):84-88
采用有限差分方法对风暴潮方程进行数值求解,特别是在岸边界上采用了与域内网格相容的一维差分网格,使得模型有较好的稳定性和较好的精度。用此模型对1962-1987年登陆粤东地区的多个台风增水过程进行了计算,得到了较好的结果。  相似文献   

11.
本文主要论述了摆式波力电站的吸能机制,提出了吸能原理,从力和作功的角度探讨了吸能的实质,分析比较了几种摆板运动方程形式之间的联系和区别。给出了波能转换效率的定义,并进一步分析了波能转换效率的组成和性质。  相似文献   

12.
The authors developed a pendulum inclinometer suitable for use with small deep-submersibles or surface craft. The instrument uses a relatively short heavy pendulum and a viscous damping system for minimizing the effects of unwanted oscillatory motion. The pendulum relative motion is transmitted to the dial pointer through a flexible cord. The mechanism is designed so that the inclinometer gives a direct reading of the tangent of the angle of inclination. Adjustments are provided for levelling the instrument and for setting the dial to zero. Upper and lower clamping devices protect the pendulum suspension from damage during transit. The inclinometer has been used successfully in recent inclining experiments for the small research submarine Alvin.  相似文献   

13.
Experimental studies were conducted on a trapezoidal pendulum wave energy converter in regular waves. To obtain the incident wave height, the analytical method (AM) was used to separate the incident and reflected waves propagating in a wave flume by analysing wave records measured at two locations. The response amplitude operator (RAO), primary conversion efficiency and the total conversion efficiency of the wave energy converter were studied; furthermore, the power take-off damping coefficients corresponding to the load resistances in the experiment were also obtained. The findings demonstrate that the natural period for a pendulum wave energy converter is relatively large. A lower load resistance gives rise to a larger damping coefficient. The model shows relatively higher wave energy conversion efficiency in the range of 1.0?1.2 s for the incident wave period. The maximum primary conversion efficiency achieved was 55.5%, and the maximum overall conversion efficiency was 39.4%.  相似文献   

14.
An approximate variational method is proposed to assimilate an oceanographic data set with a numerical ocean model. In the approximate method, the adjoint equation to a governing equation is derived and then converted to a finite difference form, in contrast to the ordinary, exact variational method which is composed of a finite difference equation adjoint to the finite difference governing equation. A cumbersome derivation of the adjoint equation is avoided, and finite difference schemes used for the original governing equation are easily utilized for the adjoint equation. This method has been verified with twin experiments. The flow field in the twin experiments is composed of dipole eddies in a two-layer quasi-geostrophic model. Initial and boundary conditions are control variables. The descent converges towards the exact field within 50 iterations, showing that the fundamental problem of the method (an unstable descent with a large number of iterations) does not appear. The approximate method is promising and should be tried with real data. This revised version was published online in July 2006 with corrections to the Cover Date.  相似文献   

15.
It is shown by a numerical experiment with fine grid that the finite difference form of rotation of the Coriolis force used in ENDOH (1973) gives practically the same solution as that obtained by the use of the finite difference form pointed out byTakano (1974).  相似文献   

16.
A combined wave refraction-diffraction numerical model was developed to predict wave conditions around an arbitrary island. The methodology was based on the mild-slope equation, solved using a finite difference scheme with a marching procedure. The new model reduced the computer's memory demand considerably in comparison with finite-element, parabolic, error vector propagation and other finite difference approaches, and could therefore predict wave conditions for a large coastal area under given offshore boundary-wave conditions. Laboratory data on wave conditions under submerged circular and elliptical shoal conditions were selected to validate the numerical results. Good agreement was observed in all cases. Wave characteristics around an island were predicted using this model with the given deep-water wave condition. The model can predict wave conditions for any island with a mild-slope coastline.  相似文献   

17.
A depth-integrated, non-hydrostatic model with hybrid finite difference and finite volume numerical algorithm is proposed in this paper. By utilizing a fraction step method, the governing equations are decomposed into hydrostatic and non-hydrostatic parts. The first part is solved by using the finite volume conservative discretization method, whilst the latter is considered by solving discretized Poisson-type equations with the finite difference method. The second-order accuracy, both in time and space, of the finite volume scheme is achieved by using an explicit predictor-correction step and linear construction of variable state in cells. The fluxes across the cell faces are computed in a Godunov-based manner by using MUSTA scheme. Slope and flux limiting technique is used to equip the algorithm with total variation dimensioning property for shock capturing purpose. Wave breaking is treated as a shock by switching off the non-hydrostatic pressure in the steep wave front locally. The model deals with moving wet/dry front in a simple way. Numerical experiments are conducted to verify the proposed model.  相似文献   

18.
This paper describes a dual-stroke acting hydraulic power take-off (PTO) system employed in the wave energy converter (WEC) with an inverse pendulum. The hydraulic PTO converts slow irregular reciprocating wave motions to relatively smooth, fast rotation of an electrical generator. The design of the hydraulic PTO system and its control are critical to maximize the generated power. A time domain simulation study and the laboratory experiment of the full-scale beach test are presented. The results of the simulation and laboratory experiments including their comparison at full-scale are also presented, which have validated the rationality of the design and the reliability of some key components of the prototype of the WEC with an inverse pendulum with the dual-stroke acting hydraulic PTO system.  相似文献   

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