中国内海台风浪传播和演化过程数值模拟

基于波作用量守恒方程建立我国内海台风浪生成与传播的模型。用谱峰周期来界定涌浪,通过对全区域的典型台风浪过程的模拟计算,分析了内海台风浪时、空分布特征和演化过程。研究表明:台风登陆后,从能量扩散速度判断,应经历能量由高频向低频转化的过程(易形成长周期波浪),均可传播到渤海海域。生成长周期波浪后,波能衰减速度显著减慢,长周期波浪可在我国北方海域生存2 d以上。涌浪在台风登陆之后的传播速度很快,为50～60 km/h,涌浪传播速度在我国内海可以达到台风中心运动速度的2倍左右。     

Inhomogeneous wave load effects on a long,straight and side-anchored floating pontoon bridge

In this paper, we present a numerical study on the hydroelastic response of a 4.6 km long fjord crossing floating bridge subjected to wave loads. The bridge is straight in design and supported by 35 pontoons along its full length. To limit the response to horizontal loads, four clusters of deep water mooring lines are engaged to increase the transverse stiffness of the bridge. Owing to the very large span across the fjord, inhomogeneity in the wave field exists. This study examines the various effects of inhomogeneous wave loads on the dynamic responses of the floating bridge. These include the spatial variations of the wave direction, significant wave height and peak period as well as the coherence and correlation of waves along the entire length of the floating bridge. For the purpose of comparison, the dynamic bridge responses under homogeneous wave load cases are also studied. In addition, the effects of wave load components and short-crestedness are presented and discussed.     

Validation of a dynamic mooring model coupled with a RANS solver

Standard design procedures and simulation tools for marine structures are aimed primarily for use by the offshore oil and gas. Mooring system restoring forces acting on floating offshore structures are obtained from a quasi-static mooring model alone or from a coupled analysis based on potential flow solvers that do not always consider nonlinear mooring-induced restoring forces, fluid structure interactions, and associated hydrodynamic damping effects. This paper presents the validation of a dynamic mooring system analysis technique that couples the dynamic mooring model with a Reynolds-averaged Navier-Stokes (RANS) equations solver. We coupled a dynamic mooring model with a RANS equations solver, and analyzed a moored floating buoy in calm water, regular and irregular waves and validated our motion and mooring force predictions against experimental measurements. The mooring system consisted of three catenary chains. The analyzed response comprised decaying oscillating buoy motions, linear and quadratic damping characteristics, and tensile forces in mooring lines. The generally favorable comparison of predicted buoy motions and mooring forces to experimental data confirmed the reliability of our implemented coupling technique to predict system response. Additional comparative results from a potential flow solver demonstrated the benefits of the coupled dynamic mooring model with RANS equations. The successful validated tool of coupling the dynamic mooring model with the RANS solver is available as open source, and it shows the potential of the coupled methodology to be used for analyzing the moored offshore structures.     

构造多向局部人工透射边界的加权平均法

提出用加权平均法将边界节点附近的入射波表示为一系列预定入射角的平面波的加权叠加，以克服由于采用单一透射方向假定而导致离散局部透射边界和旁轴边界缺乏透射大角度入射波能力的缺点。根据这一思想建立的多向局部人工透射边界，能够在入射角范围内清除或减少人工边界的影响，用一个算例说明了本方法的可行性及有效性。     

路基力学性能的现场测试研究

根据路基现场实测资料，结合浅层面波测试和弯沉测试的基本原理，对比分析路基力学性能测试中的多种测试方法和效果．并对路基力学性能测试与评价提出建议，对工程实践具有重要意义。     

电磁波在大气非平衡等离子体中的吸收

采用平板模型对入射电磁波在大气非平衡等离子体中的吸收特性进行了数值模拟,着重研究了大气中的负离子的存在、外加磁场以及碰撞频率等因素对电磁波吸收的影响,并给出了相关参数的数值模拟结果.     

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在对干道车流运行特性进行深入研究的基础上，采用差分近似代替微分的方式对传统的交通流流体动力学理论进行了改进;并且用准冲击波分析方法对干道行程时间和干道行程车速进行了模拟和预测研究，以满足快速预浏的要求，为城市干道交通流的科学管理和控制提供了一种分析工具.     

基于海浪谱的3D海浪模拟

从海洋学的观测结果出发,利用海浪谱方法建立海浪的数学模型,使用LOD技术简化海面网格的计算量,并通过光照和纹理映射的渲染,实现深海区域的海浪模拟.实践证明使用该方法模拟海浪可以在实时性和真实感方面取得较好的效果.     

数值水池短峰不规则波模拟研究

基于粘性数值波浪水池技术,对短峰不规则波进行数值模拟.文中首先改进了长峰不规则波的数值模拟方法,并使用改进后的方法进行了不同海况下长峰不规则波数值模拟,模拟效果明显改善,数值模拟结果与目标值储吻合相当好.之后进行了短峰不规则波的数值模拟,模拟结果与特征值/目标谱也相当接近.     

Green-Naghdi理论的全非线性浅水波数值模拟(英文)

Green-Naghdi (G-N) theory is a fully nonlinear theory for water waves. Some researchers call it a fully nonlinear Boussinesq model. Different degrees of complexity of G-N theory are distinguished by “levels” where the higher the level, the more complicated and presumably more accurate the theory is. In the research presented here a comparison was made between two different levels of G-N theory, specifically level II and level III G-N restricted theories. A linear analytical solution for level III G-N restricted theory was given. Waves on a planar beach and shoaling waves were both simulated with these two G-N theories. It was shown for the first time that level III G-N restricted theory can also be used to predict fluid velocity in shallow water. A level III G-N restricted theory is recommended instead of a level II G-N restricted theory when simulating fully nonlinear shallow water waves.