非饱和带地下水溶质运移模拟理论研究

通过非饱和带地下水中溶质运移的理论基础的研究,介绍了非饱和带内溶质运移模拟的研究方法及影响因素,在此基础上建立了非饱和带水流模型以及溶质运移的数学模型,并介绍了模型的求解方法有限差分法及其求解原理。同时介绍了影响非饱和带内溶质运移的相关参数及多种边界条件,研究了典型特征参数的设定及影响因素。指出了非饱和带溶质运移的理论研究意义,并举例提出了相关建议措施。     

遭遇“边缘情境”——《黑暗的心》中的存在哲学

存在、自我、自由,这些沉重的哲学问题历来容易遭受人们的刻意回避和冷落。然而,在存在主义者看来,一旦遭遇“边缘情境”,即在生受到威胁,死将要降临之际,人们就会睁开双眼,重审自我,正视存在。《黑暗的心》中,康拉德似乎有意地把人物置放于“边缘情境”之中,通过他们对生与死的质疑和探索揭示了人们不愿审视的普遍生存状态以及寻求真我的艰辛。     

极端干旱区大气边界层厚度时间演变及其与地表能量平衡的关系

主要采用ECMWF的地表和大气产品分析了中国西北极端干旱区大气边界层厚度与地表能量通量的时间变化特征,同时,结合探空加强观测分析了大气边界层演变的可能因素.得出:西北极端干旱区大气边界层厚度呈现出季节性的年际和年代际变化,夏季大气边界层厚度呈下降趋势,春、秋季节呈现出先增加后降低的趋势,冬季以阶段性降低趋势为主,20世纪80年代是大气边界层厚度的转折时期；感热通量是极端干旱区大气边界层发展的主要热力因素；由于夏季净辐射量、地气温差、粗糙度以及风速等因子随时间演变而呈降低趋势,潜热通量呈增加趋势,导致了边界层高度形成的热力作用减弱,边界层厚度降低；同时,粗糙度和风速也是大气边界层发展的主要动力因素,由于边界层粗糙度和风速降低,促使垂直风切变减小,湍流动力作用减弱,也会导致边界层厚度降低.     

一类p-Laplacian方程非平凡解的存在性

用山路引理得到了一类带有Dirichlet边值条件的p-Laplacian方程的非平凡解的存在性及多解性.     

平面弹性接触问题的光弹性-数值组合解法

利用光弹性 -数值组合解法对平面弹性接触问题进行了研究 .利用边界积分方程 ,结合接触状态 ,形成接触问题的系统方程 .采用增量迭代的方法 ,通过计算程序求得数值解 .由光弹性实验得出实验解 ,并将此解与数值解进行比较 ,结果相近     

SOME PROBLEMS BY USE OF BOUNDARY POINT ELEMENT IN BOUNDARY ELEMENT METHOD

Using boundary point element is one of the treatmentsof corner node problem.This paper further discusses some problems byuse of point element.They mainly include the calculation of stresses atpoint elements,the cause and treatment of singularity in boundary usingequations when point elements are used.An example is given.Correctlyboundary point element has certain practical significance for moreobjective simulation of the actual situation of quantities and improvesaccuracy of results.     

Boundary Element Methods with Overlapping Domain Decomposition for Parabolic Problem

Boundary element method is a numerical method for solving partial differential equations. There are several formulations of boundary element method (BEM) applied to solve a parabolic differential equation.The approach,which employs time- dependent fundamental solution,allows longer time steps in time integration than other approaches,and this can cut down on time for computer implementation with high precision.Domain decomposition method,which decompose the domain that a given problem is to be solved into subdomains,has the advantages of reducing the large problem into smaller ones and reducing the complex problem into simpler ones,and allows parallel computing.An overlapping domain decomposition method is applied combining a boundary element formulation with time-dependent fundamental solution to solve a diffusion equation. Firstly, by domain decomposition, the problem divided into two problems on subdomains, and then the initial-Boundary problems are solved by boundry element method on each subdomain.Some numerical examples are presented to illustrate feasibility and efficiency of the method. The numerical experiments show that the convergence rate of the method is dependent with the overlapping degree of the subdomains.     

Mix Domain Decomposition Method with Boundary Element Method For Stokes Equations and Application

As the BEM was used in the knaggy domain,its approach error was big.Domain Decomposition Method change the problem in the knaggy domain to the problem in several convex domains which do not wrap.The whole solution is gained by alternating boundary conditions between Dirichlet condition and Neumann condition on the common boundary.Domain Decomposition Method for Stokes equations in the anomalistic knaggy domain is presented,the example of Domain Decomposition Method in the flow of the lake in GuiYang City is given.     

温室作物叶-气系统水流阻力研究初探

温室作物叶-气系统水流阻力的确定对计算作物蒸腾量、制定温室作物灌溉制度以及调控温室小气候具有重要意义,但测量难度较大。该文通过对温室作物周围环境微气象条件的连续观测，计算分析了温室作物叶-气系统水流阻力各分项即叶片周围层流副层边界层阻力(r_b)、冠层上方湍流边界层阻力(r_g)、空气动力学阻力(r_e)和叶片气孔阻力(r_i)的变化规律。结果表明：温室内r_b比较稳定，平均约235 s/m，且与环境因素关系不甚密切；温室内黄瓜、西红柿类植物生殖生长期r_g<b，在计算r_e时，r_g的影响可忽略，取r_e≈r_b；利用基于能量平衡方程和空气动力学方程得出的叶-气温差计算公式计算得到r_i，符合其变化的一般规律；在此基础上计算了温室黄瓜的蒸腾速率，与实测值的一致性较好。     

Boundary Element Method for Time-dependent Chloride Diffusion and the Chloride Distribution in Concrete

The process of chloride diffusion in concrete is time-dependent.The boundary element method (BEM) with a time-dependent diffusion coefficient is presented for chloride diffusion in concrete based on the suitable transformation of variables.The fundamental solution of the partial differential equation for time-dependent chloride diffusion in concrete is developed,and the compensation length of the diffusion field is defined as well as the compensation coefficient.The scheme of BEM with a time-dependent diffusion coefficient is developed.Two examples are given to demonstrate the accuracy and efficiency of the presented method and the rationality and the importance of the compensation length for the method.