钢筋混凝土高压岔管区断层岩体高压压水试验方法  

High Water Pressure Test of Fault Rock around the Reinforced Concrete Bifurcation

作　　者：李尚高[1] 蒋中明[2] 胡大可[1] 傅胜[1] 

机构地区：[1]中国水电顾问集团中南勘测设计研究院,湖南长沙410014 [2]长沙理工大学,湖南长沙410004

出　　处：《水力发电》2010年第7期25-27,共3页Water Power

摘　　要：针对黑麋峰抽水蓄能电站高压岔管区断层带空间几何特性,研究了陡倾角断层岩体高压压水试验方法。通过对高压压水试验成果进行分析,得到了断层岩体渗透稳定的渗控设计参数,了解了钢筋混凝土高压岔管区断层岩体的渗透稳定性,并验证了高压压水试验方法的正确性。The bifurcation of diversion pipe in Heimifeng Pumped-storage Power Station passes through a larger fault rock zone with steep angle. According to the geometric characteristics of the fault rock, high water pressure test was designed to study the permeability of rocks surrounding the reinforced-concrete high-pressure bifureation. By test results analysis, the design parameters for fault rock seepage control are decided.

关 键 词：高压岔管 断层岩体 高压压水试验 渗透性 黑麋峰抽水蓄能电站 

分 类 号：TV732.4[水利工程—水利水电工程]