摘要
裂隙岩体渗流作为一个重要的科学研究和工程应用问题,近几十年来得到了国内外学者广泛的关注和持续的研究。裂隙岩体研究的难点和热点是渗透系数的求取和渗流模型的选取。以某水电站工程为例,采用压水试验法确定了坝址区岩体的渗透系数,应用等效连续介质数值模拟方法对坝址区地下水渗流场进行了模拟计算。
Fractured rock flow as a key scientific research and engineering application has called on widespread attention among the scholars at home and abroad. The difficult points and hot spots of fractured rock research are important to obtain a coefficient of infiltration and a percolation model. In this paper, a certain hydropower station is used as an example, to determine a rock permeability coefficient and the model simulation method is used to model the groundwater seepage field of dam areas.
出处
《中国农村水利水电》
北大核心
2012年第9期112-114,119,共4页
China Rural Water and Hydropower
关键词
基岩裂隙
渗透系数
数值模拟
rock fissures
permeability coefficient
numerical simulation
作者简介
程天舜（1981-），男，硕士研究生，工程师，主要从事地下水保护利用研究、水文地质勘察和工程勘察工作。E—mail：cts51012@163．com
