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以鱼体和鱼鳍作为研究对象,在流场中进行数值模拟分析对于研究鱼类本身游动的高速、高效的游动机理和仿生工程上的应用具有十分重要的意义。以金枪鱼为仿生对象,以目前常用的回转体型水下机器人为对比对象,在三维软件Solidworks中结合金枪鱼的运动与形体特征建立鱼体模型和回转体机器人模型,并将建立的模型转换格式后导入Fluent软件中,在来流方向设置为与模型方向相平行的流场中进行有限元数值计算。计算中物理场采用中心差分插值方法,流动模型采用RNG两方程模型,结合具体参数进行了推导计算。计算结果表明,与常用的回转体型水下机器人相比,仿金枪鱼可有效的减小其在水中航行的阻力,提高推进效率。而且,仿生机器鱼在设计中应着重于头部、尾鳍及鱼体流线型部分的设计,其中为最大程度上减小仿生机器鱼运动时的阻力,应更侧重于仿生机器鱼体的流线型外形的优化设计。数值计算结果为仿生机器鱼的结构设计提供了一个良好的力学基础,对于减小运行阻力、提高仿生机器鱼的运动控制水平具有较高的指导意义。 相似文献
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黄海北部海域三维潮流数值模型 总被引：1，自引：1，他引：1
基于湍流闭合的三维斜压流体动力学方程组,建立了河口及附近浅海域的三维环流数值模型,模型采用ＡＤＩ差分方法妥动量方各,采用佞步方法求解标量方程,采用总变差减小格式（ＴＶＤ）来求解各方程中的平 流项。模型提高了计算精度,同时使计算量大幅度缩小。利用本文所建立的数值模型对鸭绿江口及附近海域的潮流场进行了数值模拟,结果表明,模型具有良好的精度。 相似文献
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为研究潜射航行体齐射非定常流场演化特性,基于动网格技术、VOF 多相流模型以及用户自定义函数(User Defined Function,UDF)等对双发航行体齐射出水过程展开数值模拟研究,建立了三维双发航行体齐射出水数值模型。研究了典型工况下航行体齐射出水过程各个阶段的云图与受力特性,进一步分析了发射速度与航行体所受阻力的关系,得到了如下结论：1)当发射间距在一定范围内,整个发射阶段中航行体之间会产生明显的流动干扰现象,对航行体的受力特性产生较大的影响;2)航行体在出筒阶段所受力矩最大, 易发生偏转,从而影响水下发射的安全性;3)不同发射速度下,双发航行体所受最大阻力均发生在出筒阶段, 且航行体所受阻力与发射速度二次方成正比。 相似文献
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基于多波束探测获得的高精度海底地形数据,通过对水下地形进行设色纹理渲染生成地形和纹理数据集,以三维建模软件Multigen Creator和Terra Vista为主要工具,采用细节层次LOD(Levels of Detail)技术和虚拟纹理映射技术,建立起视景仿真领域通用的OpenFlight数据格式的三维地形数据库模型。利用交互式三维可视化分析软件Vega Prime可以真实直观地反映海底地形环境,实现了海底地形的三维可视化与漫游,可以更直观地表现和解译水下地形数据。虚拟现实技术为海洋测量数据的三维可视化展示方面提供了新的技术途径,在水下目标分析、航行保障和水下AUV、ROV安全保障中具有良好的应用前景。 相似文献
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结合模型试验和数值计算对大潜深、带大开口的球形耐压结构静态力学性能进行了研究。研究中考虑到材料非线性、非弹性的因素,通过对材料拉伸试验曲线的分析,得到了材料应力-应变的近似表达式;并且利用超声测厚仪对结构模型的几何缺陷进行了测量。同时基于参数化设计语言建立了有随机几何缺陷的有限元模型,并利用接触单元考虑了大开口观察窗与耐压结构的联系。试验验证表明论文提出的利用有限元软件分析大潜深、大开口耐压壳体力学性能的计算方法和计算策略是准确可靠的,所获得的结果可供设计使用。 相似文献
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结合风浪场复杂的动力学、时空特性以及对目前海浪仿真方法的研究总结,针对海浪仿真模拟中存在的真实感不足,难以模拟海浪破碎等问题,根据流体的物理特性,采用光滑粒子流体动力学(SPH)的方法实现了海浪的动态演变仿真。然后针对基于SPH方法的海浪粒子模型存在的离散性和真实感较差的问题,采用一种基于移动立方体法(MC)的海浪运动的自由表面抽取算法,完成了海浪场的表面建模,优化了基于粒子系统的海浪模拟效果。实验表明,用MC算法优化的方法既满足了海浪动态演变的仿真要求,又使水体模型更加连贯,更接近真实水体效果,优化效果较为明显,是综合利用体绘制与面绘制法实现三维可视化模拟的一次成功的探索。 相似文献
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基于长基线系统深海采矿ROV精确定位 总被引：1，自引：0，他引：1
对于深海采矿集矿机ROV的定位,采用传统的长基线水声定位系统通常存在较大误差。对此提出了一种新的算法模型,首先通过比较集矿机测量位置与前一次修正位置的几何关系,对当前集矿机的位置进行修正,然后利用新的集矿机位置修正声速的数值,并得出重新修正后的集矿机测量位置。这样反复的多重迭代使得在某一时刻集矿机ROV的测量位置逐步趋近其理想位置,实现长基线系统的水声精确的三维立体定位。通过数值仿真分析,结果显示与传统的长基线水声定位方法相比,通过该方法获得的集矿机行驶轨迹能更好地趋近其理想行驶曲线,表明该算法的有效性。 相似文献
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初步构建了一个以浮游植物（P）、浮游动物（Z）和营养盐（N,包括无机氮和活性磷酸盐）为生态变量的NPZ简单生态模型,并通过与POM三维水动力模型的耦合,建立了三维浮游生态动力学模型,开展了厦门湾全海域三维浮游生态系统时空变化的模拟研究.结果显示,厦门海域浮游动植物有明显的季节变化,春、夏季生物量最高,秋、冬季较低,但不同的海区达到峰值的季节并不相同;活性磷酸盐含量冬季最高,春季最低,与浮游植物量值有较明显的反位相关系,表明厦门湾海域浮游植物的生长主要受活性磷酸盐含量限制.模拟结果符合历史观测特征,且模拟值与实测值量级比较吻合,因此所建立的三维浮游生态动力学模型可用于描述厦门湾海域浮游生态的时空变化特征. 相似文献
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水槽沉积模拟实验为研究砂体的形成、分布及演变规律提供了一种直观有效的手段。通常对模拟结果进行二维切片,通过若干二维切片研究砂体在三维空间的展布。为了直接在三维空间研究砂体的分布规律,在双物源条件下水槽沉积模拟结果二维切片的基础上,提出了一种砂体三维重构的方法。具体做法是:首先以高精度的方式对水槽模拟砂体进行解剖,利用商业化建模软件对获取的二维剖面图像进行坐标配准;然后对识别出的砂体进行数字化;利用数字化的结果作为条件数据,采用建模算法进行砂体的三维重构。结果表明,三维重构后的模型更好地再现了不同物源方向砂体在三维空间的形态和分布特点,为地下储层砂体分布的预测提供了参考。 相似文献
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The application of very large floating structure (VLFS) to the utilization of ocean space and exploitation of ocean resources has become one of the issues of great interest in international ocean engineering field. Owing to the advantage of simplicity in structure and low cost of construction and maintenance, box-type VLFS can be used in the calm water area near the coast as the structure configuration of floating airport. In this paper, a 3D linear hydroelastic theory is used to study the dynamic response of box-type VLFS in sinusoidal regular waves. A beam model and a 3D FEM model are respectively employed to describe the dynamic characteristics of the box-type structure in vacuum. A hydrodynamic model (3D potential theory of flexible body) is applied to investigate the effect of different dry models on the hydroelastic response of box-type structure. Based on the calculation of hydroelastic response in regular waves, the rigid body motion displacement, flexible deflection, and the short term and long 相似文献
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Offshore wind farm construction is nowadays state of the art in the wind power generation technology.However,deep water areas with huge amount of wind energy require innovative floating platforms to arrange and install wind turbines in order to harness wind energy and generate electricity.The conventional floating offshore wind turbine system is typically in the state of force imbalance due to the unique sway characteristics caused by the unfixed foundation and the high center of gravity of the platform.Therefore,a floating wind farm for 3×3 barge array platforms with shared mooring system is presented here to increase stability for floating platform.The NREL 5 MW wind turbine and ITI Energy barge reference model is taken as a basis for this work.Furthermore,the unsteady aerodynamic load solution model of the floating wind turbine is established considering the tip loss,hub loss and dynamic stall correction based on the blade element momentum(BEM)theory.The second development of AQWA is realized by FORTRAN programming language,and aerodynamic-hydrodynamic-Mooring coupled dynamics model is established to realize the algorithm solution of the model.Finally,the 6 degrees of freedom(DOF)dynamic response of single barge platform and barge array under extreme sea condition considering the coupling effect of wind and wave were observed and investigated in detail.The research results validate the feasibility of establishing barge array floating wind farm,and provide theoretical basis for further research on new floating wind farm. 相似文献
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A numerical study adopting the 2D δ-SPH model is performed to compare the hydrodynamic characteristics of a single pontoon floating breakwater and a double pontoon floating breakwater. Numerical simulations are performed using the δ-SPH model and experimental tests are conducted to validate the numerical model. The numerical results of both the free surface elevations and motions of the floating breakwater are in good agreement with the experimental results. Numerical results show that when the ... 相似文献
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Nonlinear interactions between waves and floating bodies are investigated using the weakly compressible Smoothed Particle Hydrodynamic (WCSPH) method. An improved algorithm based on the dynamic boundary particles (DBPs) is proposed to treat the moving boundary of the floating body. The force exerted on the floating body boundary particle by the particles surrounding it is evaluated using the volume integration of the stress tensors obtained from the momentum equation in its compact support. The improved WCSPH model is validated by the experimental results. The numerical test cases of the vertical oscillation of a rectangular box, the damped rolling oscillation of a floating box and the wave forces on a fixed rectangular box are then carried out to demonstrate the performance of the proposed model. Finally the evolution in time of the dynamic response of the freely floating body under nonlinear waves are discussed and compared with experimental results. 相似文献
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海底集矿作为深海矿产资源开发的核心技术之一,直接影响到矿石采集效率和海底沉积物受扰动程度。基于康达效应的水力集矿装置因具有结构简单、可靠性高及对海床扰动小等优点,受到广泛关注。针对基于康达效应的水力集矿头模型进行3种类型的试验研究：1)利用粒子图像测速(PIV)技术测得集矿流场速度分布,试验发现流体质点在靠近凸曲面壁处流速和沿法线速度梯度较大,而远离凸曲面壁处则相反;2)通过高速摄像和图像处理获得球形矿粒运动轨迹和速度,试验发现了不同射流流速下5种典型矿粒运动形态;3)分析了射流流量对矿粒采集率的影响,试验得到了颗粒采集率关于射流流量的变化曲线,并根据变化特征划分为增长区、缓变区和跃升区。研究可为新式集矿装置的优化设计与性能分析提供参考。 相似文献
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By utilizing characteristic interaction processes of nuclear radiation with matter and by applying automatic data acquisition and reduction methods, various analytical problems encountered in mining and processing of manganese nodules can be solved. Development work performed at the Geesthacht research center demonstrates thatgamma -ray transmission spectrometry allows a reliable quasi-continuous and nondestructive determination of both the nodule drift velocity and the space concentrations of nodules, sediment, and water in a conveyer flow. Such data are representative of the efficiency of collector or hydraulic lift systems and are of considerable importance in economy deliberations. Measuring devices have been designed which may be attached to a conveyer pipe in the deep sea. For elemental analyses of manganese nodules, a rapid nuclear method based on fast-neutron activation techniques has been developed that allows determinations of the most relevant metals without sample treatment, thus being particularly suited for quasi-continuous applications. 相似文献
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The application of a Smoothed Particle Hydrodynamics (SPH) model to simulate the nonlinear interaction between waves and a moored floating breakwater is presented. The main aim is to predict and validate the response of the moored floating structure under the action of periodic waves. The Euler equations together with an artificial viscosity are used as the governing equations to describe the flow field. The motion of the moored floating body is described using the Newton’s second law of motion. The interactions between the waves and structures are modeled by setting a series of SPH particles on the boundary of the structure. The hydrodynamic forces acting on the floating body are evaluated by summing up the interacting forces on the boundary particles from the neighboring fluid particles. The water surface elevations, the movements of the floating body and the moored forces are all calculated and compared with the available experimental data. Good agreements are obtained for the dynamic response and hydrodynamic performance of the floating body. The numerical results of different immersion depths of the floating body are compared with that of the corresponding fixed body. The effects of the relative length and the density of the structure on the performance of the floating body are analyzed. 相似文献
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浮体运动是引起钢悬链式立管(steel catenary riser,简称SCR)动态响应和疲劳损伤的关键因素,目前研究SCR问题时,为简化计算往往仅考虑平台一阶运动,忽略二阶运动影响。而实际上不同浮体结构的二阶运动响应特征明显,拟以SCR服役张力腿平台(tension leg platform,简称TLP)为例,探讨浮体二阶运动对SCR触地区动态响应的影响。建立考虑海床刚度退化的管土作用模型以改进现有的CABLE3D RSI程序,通过编写程序接口,将有限元分析得到的平台实际运动响应导入,研究平台不同运动作用下SCR触地区的位移、动力响应及疲劳分布情况。根据波流作用方向将TLP二阶慢漂运动分为近端和远端漂移两种工况,发现二阶运动下立管与海床的作用范围会增大,且触地区不仅发生高频小幅振荡运动,同时伴随低频大幅运动响应;平台远端漂移时,管内张力敏感程度高,而近端漂移时触地区的弯矩显著增大,都会不同程度提高触地区的疲劳损伤率。研究可为服役不同浮体的SCR响应预测与疲劳分析提供参考和借鉴。 相似文献
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Experiment Study of Dynamics Response for Wind Turbine System of Floating Foundation 总被引：1，自引：1，他引：0
The floating foundation is designed to support a 1.5 MW wind turbine in 30 m water depth. With consideration of the viscous damping of foundation and heave plates, the amplitude-frequency response characteristics of the foundation are studied. By taking into account the elastic effect of blades and tower, the classic quasi-steady blade-element/momentum (BEM) theory is used to calculate the aerodynamic elastic loads. A coupled dynamic model of the turbine-foundation- mooring lines is established to calculate the motion response of floating foundation under Kaimal wind spectrum and regular wave by using the FAST codes. The model experiment is carried out to test damping characteristics and natural motion behaviors of the wind turbine system. The dynamics response is tested by considering only waves and the joint action of wind and waves. It is shown that the wind turbine system can avoid resonances under the action of wind and waves. In addition, the heave motion of the floating foundation is induced by waves and the surge motion is induced by wind. The action of wind and waves is of significance for pitch. 相似文献