东京和香港轨道交通站场综合开发启示

在简要介绍轨道交通站场综合开发之必要性的基础上,对轨道交通站场综合开发的基本内涵进行剖析,然后对东京和香港轨道交通站场综合开发的经验做法进行介绍。最后进行经验总结与思考,认为要构建多元主体参与的组织机制,注重公私合作、利益共享、风险共担;通过科学规划和深度捆绑,实现交通规划与土地规划同步推进;确保地铁公司低价拿地,借助特许经营方式,充分享受土地增值收益;梯度开发,对地铁上盖物业进行高强度圈层式开发。     

球体波能转换装置捕获能量的理论研究

球体波能转换装置在波浪的激励下可以同时在水平和竖直两个模式振荡。基于线性微幅波浪和势流理论,将波浪与球体相互作用简化为球体固定不动,波浪绕过球体和球体在静止流体中运动。线性叠加以后得到总的速度势,计算出球体波能转换装置的平均功率和能量俘获宽度因子的解析表达式。理论研究表明:装置与波浪运动的相位差是影响波能的最重要的参数,最优相位差为-π/2,并且给出了最优相位差调节的理论表达式。另外,对波长、波幅、球体半径、水深和球心距静水面的距离等因素也进行了分析。     

对国家应对油污染事故若干措施的建议

文章针对我国当前船舶油污立法的状况和船舶油污事故的现状,对国家应采取的相应措施提出建议,以避免船舶油污事故造成的日益严重的影响。     

基于CFD的某商用车内流场性能仿真研究

文章基于有限元法和流体力学,采用StarmC++软件,对三款商用车进行了内流场分析,得到了吹面模式流线分布结果,吹面风道出口截面速度及主要驾乘人员温度场结果,结果显示,研究车型增加后排出风口配置后,整体内流场温度得到改善,较竞品车型内流场性能具有更大优势,达成设计目标.     

Mechanical model and characteristics of deep-water drilling riser-wellhead system under internal solitary waves

Internal solitary waves with a huge amount of energy easily trigger the large dynamic responses of riser-wellhead system and threaten its structural safety. However, previous studies have only focused on the dynamic response of the riser under internal solitary waves. The riser may experience excessive traction from the platform, especially from the mooring platform, in response to the arrival of internal solitary waves. The bottom of the riser connects to the wellhead system, which in turn exerts a reaction force on the riser. To address this problem, a coupled dynamic model of deep-water drilling mooring platform-riser-wellhead system under internal solitary waves is developed in this paper. A dynamic response analysis method based on the fourth-order Runge-Kutta method and finite element method is also proposed for the mooring platform-riser-wellhead system. A dynamical solver for the coupled system is then developed using MATLAB. The dynamic response characteristics of the riser-wellhead system under internal solitary waves are calculated. Results show that the displacement and bending moment of the system initially increases and then decreases along with the propagation of internal solitary waves, and finally reach equilibrium position. The displacement and bending moment reach their peak before the trough of internal solitary waves passes through the riser-wellhead system. The dynamic responses of the riser-wellhead system under the influence of internal solitary wave loads are much larger than those without the effect of internal solitary wave loads. The riser system experiences shearing loads at the interface of internal solitary waves, which trigger a step-like bending moment variation. The bending moment of the conductor under the mudline is greatly increased by the internal solitary waves.     

An improved method for estimating internal solitary waves force on small circular cylindrical structures

Theoretically calculation and laboratory experiments were performed to investigate the horizontal force exerted by internal solitary wave (ISW) on small circular cylindrical structures. Improvement in calculation of drag force and inertia force by introducing two-drag-coefficient method and spatial derivative of velocity into the calculation of force by eigenfunction was made based on systematically study on theoretical foundations. Particle image velocimetry (PIV) method and high precision force sensor were used to measure the velocity and force exerted by ISW, respectively. ISW waveform was traced by analyzing image frames follow grayscale threshold method. For the first time, components of horizontal force were calculated from PIV data, which show good agreement with theoretical one. Moreover, series comparisons between experimental data and calculational results were carried out to examine the proposed method. The results show ideal accuracy of the method and significant improvement comparing to the traditional method.