期刊文献+
共找到3篇文章
< 1 >
每页显示 20 50 100
几种构造处处不可导的连续函数的方法
1
作者 钟远涛 袁力 邓歆 《郧阳师范高等专科学校学报》 2003年第6期10-11,共2页
无处可微的连续函数的发现使数学领域发生了划时代的变化 ,引发了实变函数论等重要数学分支的产生 .对构造方法的掌握有利于相关知识的研究 .
关键词 连续不可导函数 构造方法 维尔斯特拉斯函数
下载PDF
A Generalized Algebraic Method for Constructing a Series of Explicit Exact Solutions of a (1+1)-Dimensional Dispersive Long Wave Equation
2
作者 CHENYong WANGQi LIBiao 《Communications in Theoretical Physics》 SCIE CAS CSCD 2004年第3X期329-334,共6页
Making use of a new and more general ansatz, we present the generalized algebraic method to uniformlyconstruct a series of new and general travelling wave solution for nonlinear partial differential equations. As an a... Making use of a new and more general ansatz, we present the generalized algebraic method to uniformlyconstruct a series of new and general travelling wave solution for nonlinear partial differential equations. As an applicationof the method, we choose a (1+1)-dimensional dispersive long wave equation to illustrate the method. As a result, wecan successfully obtain the solutions found by the method proposed by Fan [E. Fan, Comput. Phys. Commun. 153 (2003)17] and find other new and more general solutions at the same time, which include polynomial solutions, exponentialsolutions, rational solutions, triangular periodic wave solutions, hyperbolic and soliton solutions, Jacobi and Weierstrassdoubly periodic wave solutions. 展开更多
关键词 非线性偏微分方程 广义代数理论 符号计算 孤立波方程 维尔斯特拉斯-雅克比椭圆函数
下载PDF
An experimental investigation on the mechanism of fluid flow through single rough fracture of rock 被引量:31
3
作者 JU Yang ZHANG QinGang +3 位作者 YANG YongMing XIE HePing GAO Feng WANG HuiJie 《Science China(Technological Sciences)》 SCIE EI CAS 2013年第8期2070-2080,共11页
The structure of fractures in nature rock appears irregular and induces complicated seepage flow behavior.The mechanism and quantitative description of fluid flow through rock fractures is a difficult subject that has... The structure of fractures in nature rock appears irregular and induces complicated seepage flow behavior.The mechanism and quantitative description of fluid flow through rock fractures is a difficult subject that has been greatly concerned in the fields of geotechnical,mining,geological,and petroleum engineering.In order to probe the mechanism of fluid flow and the effects of rough structures,we conducted a few laboratory tests of fluid flow through single rough fractures,in which the Weierstrass-Mandelbrot fractal function and PMMA material were employed to produce the fracture models with various fractal roughnesses.A high-speed video camera was employed to record the fluid flow through the entire single rough fracture with a constant hydraulic pressure.The properties of fluid flow varying with the fracture roughness and the influences of the rough structure were analyzed.The components of flow resistance of a single rough fracture were discussed.A fractal model was proposed to relate the fluid resistance to the fracture roughness.A fractal equivalent permeability coefficient of a single rough fracture was formulated.This study aims to provide an experimental basis and reference for better understanding and quantitatively relating the fluid flow properties to the structures of rock fractures. 展开更多
关键词 seepage flow single fracture rough morphology fractal description rock fractures
原文传递
上一页 1 下一页 到第
使用帮助 返回顶部