改进移动搜索算法的教育资源可达性分析

针对现有教育资源可达性主题研究不足的现状,文章通过量化分析入学时间成本,对深圳市福田区小学服务范围进行划定,并结合现有学区划分,以移动搜索算法为基础,针对实际择校机制引入Huff模型进行算法改进,对小学可达性进行量化评价。实验结果表明,该方法可以实现对研究区小学布局的科学评价,为学校选址规划提供合理的建议。     

绿潮生物学机制研究

绿潮发生机制极其复杂,但其核心机理是绿潮暴发时漂浮"藻席"中的浒苔快速形成巨大生物量,涉及浒苔生物学过程对环境的响应及其生理生化基础。为此,本文在已有研究报道的基础上,对浒苔生活史研究进行了充分的理论补遗;分析了漂浮"藻席"中浒苔生长与繁殖过程,认为该过程是绿潮生物量形成的关键;阐述了浒苔孢子囊形成是对富营养化背景下海水溶解无机氮(DIN)中硝态氮高占比的响应,认为一氧化氮分子可促进浒苔营养细胞向孢子囊的转化;解析了浒苔细胞对逆境因子的响应途径与机制。基于已有的研究成果,本文对浒苔引发绿潮的生物学过程进行了理论推定。人为或自然因素使固着浒苔处于漂浮状态,形成小规模"藻席";富营养化背景下海水DIN中硝态氮占比的升高赋予了浒苔巨大的繁殖潜能,漂浮过程溶解无机碳(DIC)"充裕"和"不足"两个阶段的交替以及食藻动物啃食产生的藻片段使孢子囊形成比例大幅提升;孢子原位萌发等使释放的孢子在"藻席"中获得了附着基,个体数目随之指数增长;结合漂浮浒苔的高生长速率,"藻席"规模不断扩大,短时间内形成巨大生物量。同时,本文还对今后的绿潮研究提出一些建议,认为啃食动物在浒苔生物量消长过程中发挥重要作用,在漂浮"藻席"系统中扮演着"生态引擎"的功能,同时系统阐明浒苔孢子的原位萌发等现象的生物学机理应该是未来绿潮的重要研究内容。     

Hydroelastic responses and drift forces of a very-long floating structure equipped with a pin-connected oscillating-water-column breakwater system

The hydroelastic responses of a very-long floating structure (VLFS) in waves connected to a floating oscillating-water-column (OWC) breakwater system by a pin are analyzed by making use of the modal expansion method in two dimensions. The Bernoulli–Euler beam equation for the VLFS is coupled with the equations of motions of the breakwater taking account of the geometric and dynamic boundary conditions at the pin. The Legendre polynomials are employed as admissible functions representing the assumed modes of the VLFS with pinned-free-boundary conditions. It has been shown numerically that the deflections, bending moments and shear forces of the VLFS in waves can be reduced significantly by a pin-connected OWC breakwater. The time-mean horizontal drift forces of the VLFS equipped with the breakwater calculated by the near-field method are also presented.     

超大型海洋浮式结构物概念设计的关键技术问题

应用超大型海洋浮式结构物进行海洋空间利用和海洋资源开发，是目前海洋工程界的研究热点。概念设计是超大型海洋浮式结构物研究的基础。本文从设计准则、结构型式、建造材料、模块连接器、系泊系统等几个方面对概念设计的关键技术问题作了归纳，对超大型海洋浮式结构物的概念设计有一定的参考价值。     

两层流体中矩形箱浮体的附加质量和阻尼系数

研究了两层流体中矩形箱浮体的辐射问题。基于特征函数匹配理论,针对矩形箱浮体的三种振荡运动模式(横荡、垂荡和横摇),建立两层流体中矩形箱浮体辐射势的求解方法,导出矩形箱浮体附加质量和阻尼系数的计算公式。对所建立的求解模型进行了数值计算分析,结果表明在矩形箱浮体的某个振荡频率范围内,流体的分层效应对其附加质量和阻尼系数有显著影响的。     

气浮结构物的沉降过程分析

通过对空腔内气体的小孔出流和运动方程的分析，计算了气浮结构物在不同情况下的沉陷过程，讨论了其沉陷规律并对有关振荡和稳定性等问题进行了分析讨论。     

Analytical Study on Transmission and Reflection of Non-Linear Shallow Water Waves

The analytical study is made by using the method of matched asymptotic expansions on the transmission and reflection of solitary waves and cnoidal waves on two-dimensional floating bodies. The solutions give explicitly the variation pattern of the transmitted waves and the characteristics of the reflected waves, including the wave profile, amplitude, phase shift and evolution. The effects of the gap between the body and the sea bottom on the transmission and reflection of those waves are also discussed.     

Transient Hydroelastic Response of VLFS by FEM with Impedance Boundary Conditions in Time Domain

A time-dependent finite element method (FEM) is developed to analyze the transient hydroelastie responses of very large floating structures (VLFS) subjected to dynamic loads. The hydrodynamic problem is formulated based on the linear theory of fluid and the structural response is analyzed based on the thin plate theory. The FEM truncates the unbounded fluid domain by introducing an artificial boundary surface, thus defining a finite computational domain. At this boundary surface an impedance boundary conditions are applied so that no wave reflections occur. In the proposed scheme, all of the procedures are processed directly in time domain, which is efficient for nonlinear analyses of structure floating on unbounded fluid. Numerical results indicate acceptable accuracy of the proposed method.     

Experimental Study on Rectangular Floating Breakwaters

This paper proposes ten types of improved floating breakwaters for experiment with regular waves, based on the experience in the development and manufacture of existing floating breakwaters both at home and abroad, and on the results of experimental studies on the hydraulic characteristics of several types of floating breakwaters. The wave heights before and behind the breakwaters are measured, the movements of floating breakwaters are observed and the chain forces of the floating breakwaters are measured. The paper studies and compares the hydraulic characteristics of the improved rectangular floating breakwaters of which the internal and external structures and their installation methods are changed. Finally the optimal type of structure is selected through experiments.