国际标准海图的解析与三维显示研究

在．NET环境下,利用C#语言,研究并从底层实现了符合S-57规范的国际标准海图的解析,并将解析出的海图数据与遥感影像,DEM数据进行三维叠加显示,增强了海图显示的真实性,对于海图的应用与发展有一定的意义。     

区域似大地水准面精化算法及成果三维仿真研究

利用GPS水准代替繁重的几何水准测量工作,必须确定高精度、高分辨率的似大地水准面。本文分别介绍了函数模型算法、随机模型算法和综合模型算法,并基于试验区域的GPS水准数据,通过各种算法的分类计算比较,验证了这几种模型算法的有效性和可靠性,结果证明最小二乘配置算法精度较高,并对实验结果进行三维仿真,可视化的分析似大地水准面的变化。     

The manifolds of families of 3D periodic orbits associated to Sitnikov motions in the restricted three-body problem

This paper deals with the Sitnikov family of straight-line motions of the circular restricted three-body problem, viewed as generator of families of three-dimensional periodic orbits. We study the linear stability of the family, determine several new critical orbits at which families of three dimensional periodic orbits of the same or double period bifurcate and present an extensive numerical exploration of the bifurcating families. In the case of the same period bifurcations, 44 families are determined. All these families are computed for equal as well as for nearly equal primaries (μ = 0.5, μ = 0.4995). Some of the bifurcating families are determined for all values of the mass parameter μ for which they exist. Examples of families of three dimensional periodic orbits bifurcating from the Sitnikov family at double period bifurcations are also given. These are the only families of three-dimensional periodic orbits presented in the paper which do not terminate with coplanar orbits and some of them contain stable parts. By contrast, all families bifurcating at single-period bifurcations consist entirely of unstable orbits and terminate with coplanar orbits.     

一种基于短时傅立叶变换的脉冲星消色散算法

叙述了一种基于短时傅立叶变换的脉冲星消色散算法。首先介绍了脉冲星的色散形成原因以及几种当今流行的消色散算法。接着介绍了短时傅立叶变换,并在此基础上提出了一种基于短时傅立叶变换的消色散算法。然后详细讲述了这种消色散算法的具体实现步骤,并且比较了在选取不同长度的时间窗函数的情况下,消色散的处理过程和残余色散量。最后,通过将这种算法的计算量以及结果和其他几种算法做横向比较,得出了结论:这种消色散算法的计算量小,实现简单,可以有效的进行消色散处理。     

Mathematical and numerical filtration–advection–dispersion model of miscible grout propagation in saturated porous media

The development of a predictive model of behaviour of porous media during injection of miscible grout, taking into account convection, dilution and filtration of grout solution with interstitial water, as well as consolidation aspects, is presented. Model assumptions are reviewed and discussed first. During the establishment of the model, we insist on surface terms and their physical relevance in expressing adsorption effects. Constitutive laws such as Fick's law for diffusive mass transport, hydrodynamic dispersion tensor dealing with miscibility, are modified by taking into account filtration effects. A new surface term appears in mass balance equations as a consequence of filtration. According to the filtration laws used, an initial filtration rate is estimated on the basis of a one‐dimensional experimental campaign. The field equations are discretized by using Galerkin finite element and θ‐scheme standard method. For transport equation, Streamline Upwind Petrov Galerkin method is employed to prevent numerical oscillations. Lastly, confrontation of numerical results with laboratory experiments constitutes a first step to validate the model on a realistic basis. Copyright © 2001 John Wiley & Sons, Ltd.     

Three‐dimensional finite element analysis of the interaction between tunneling and pile foundations

This paper concerns analysis of the impact of construction of urban tunnels on adjacent pile foundations. It is carried out using an elastoplastic three‐dimensional finite element modelling. Numerical simulations are performed in two stages, which concern, respectively, the application of the pile axial loading and the construction of the tunnel in presence of the pile foundations. Analysis is carried out for both single piles and groups of piles. Results of numerical simulations show that tunneling induces significant internal forces in adjacent piles. The distribution of internal forces depends mainly on the position of the pile tip regarding the tunnel horizontal axis and the distance of the pile axis from the centre of the tunnel. Analysis of the interaction between tunneling and a group of piles reveals a positive group effect with a high reduction of the internal forces in rear piles. Copyright © 2002 John Wiley & Sons, Ltd.     

快速数论变换的一种算法

本文构造了一种快速数论变换算法,该算法是一种以数论为基础,有效高速的数论变换算法,并且这种算法易于在计算机上实现。     

基于2维行程的栅格数据快速动态压缩算法

分析了常规2维行程压缩算法存在的不足,在此基础上提出了一种在遍历栅格数据过程中直接快速动态生成2维行程的栅格数据压缩算法.该算法以MD码代替行列号来扫描栅格数据,对于一个2×2的窗口由MD码反解行列号只需转换左上角格网单元,同时以动态线性表代替静态线性表.在提取栅格单元的过程中,直接检测对比格网单元的属性值,动态分配内存来建立2维行程编码.最后,大量实验表明,算法在运行效率和内存占有量方面均优于常规的2维行程压缩算法.     

Trimble三维激光扫描在玻璃幕墙设计及安装中的应用

三维激光扫描技术是近年来兴起的一种测量技术,并且正在飞速地拓展其应用领域。笔者尝试将三维激光扫描仪用于玻璃幕墙的设计和安装,阐述了其工作流程和测量的方法,取得了较好的效果,尤其对于异形结构大范围玻璃幕墙设计及安装,明显具有工作效率高、测量精度高的优点,同时还可以提供三维可视化图形,对于同类工程的设计和施工,具有较好的借鉴意义。     

一种沟灌累积入渗量简化计算方法

为简化沟灌二维累积入渗量的数值计算,采用理论分析和数值模拟相结合的方法,研究分析了土壤初始含水率、入渗水深、沟底宽、边坡系数、土壤质地和容重等因素对沟灌边界效应和拟合系数γ的影响,并建立了系数γ与主要影响因素间的函数关系式,提出了沟灌累积入渗量简化计算方法.结果表明,土壤初始含水率、沟底宽和边坡系数对沟灌边界效应的影响较小,而入渗水深、土壤质地和容重对沟灌边界效应的影响显著;拟合系数γ主要与入渗水深的变化有关,随入渗水深的增大呈现减小趋势,但对初始含水率、沟底宽、边坡系数、土壤质地和容重等因素变化的敏感性较低,可忽略其影响;建立了估算拟合系数γ的计算式,结合已有文献资料对其可靠性进行了验证,结果表明黏壤土和砂壤土不同入渗时间内,其沟灌累积入渗量计算值与实测值和HYDRUS软件模拟值具有高的一致性,说明文中所建公式估算拟合系数γ值可靠.研究结果可为简化沟灌累积入渗量的数值计算提供理论依据和技术支撑.