引用本文:毛昶熙,段祥宝,李定方.网络模型程序化及其应用[J].水利水运工程学报,1994,(3):
【打印本页】   【HTML】   【下载PDF全文】   查看/发表评论  【EndNote】   【RefMan】   【BibTex】
←前一篇|后一篇→ 过刊浏览    高级检索
本文已被:浏览 784次   下载 0  
分享到: 微信 更多
网络模型程序化及其应用
毛昶熙,段祥宝,李定方
作者单位
毛昶熙,段祥宝,李定方  
摘要:
引用水管网计算原理将电阻网模型程序化,不仅能更精确、迅速地获取电阻网模型上各地下水渗流问题的解答,还能模拟计算非达酉流和城市自来水管网流量的分配。沿用矩形网络计算电阻值的等效面积单元的方法,并推广到三角形网络,以计算任意不规则网络的问题。最后,给出了规则裂隙组二维和不规则岩体裂隙三维问题的算例。
关键词:  电阻网模型,水管网,流量分配,地下水渗流,岩体裂隙渗流
DOI:
分类号:TV674
基金项目:
Programized model of networks and its applications
Mao Changxi, Duan Xiangbao, Li Ding fang
Nanjing Hydraulic Research Institute
Abstract:
Based on the principle of calculating pipe networks in hydraulics the model test on electric resistance networks is compiled by a computer program which can be used to solve not only the groundwater seepage problems more accurate and fast but also the discharge distribution problems of pipe networks in city water supply. As an example for each type of problems has been computed by this program and the results of which are in conformity with that of model test on networks. With the method of an equivalent area element to simulate the resistor value of rectangular meshes in resistance networks we extend it to triangular networks and then easily apply to any irregular networks. As a consequence the seepage problem in rock fractures can be solved by this program and some calculating examples of 2-D with regular fractures and 3-D with irregular fractures in rock masses are given.
Key words:  model of resistance networks,pipe networks,discharge distribution,groundwater seepage,seepage in rock fractures
手机扫一扫看