摘要
以招徕河水库为例,定性分析了可能产生岩溶渗漏的途径,运用数值法对地下分水岭地区不同条件下枯水期渗流场进行了模拟计算,定量预测水库渗漏的强烈程度。
As an instance, a qualitative analysis on the probable karst leakage path from Zhaolaihe reservoir is given, meanwhile, the seepage fields in dry season under different underground watershed conditions are simulated by numerical computation to predict the leakage intensity of reservoir quantitatively which is used for the basis of determining normal reservoir level.
出处
《湖北水力发电》
2005年第1期3-6,共4页
Hubei Water Power
关键词
岩溶渗漏
定性分析
数值法计算
karst leakage, qualitative analysis, numerical computation
