摘要
介绍了松塔水电站坝址区工程水文地质条件,对右岸古河道中松散沉积物、右岸基岩绕坝渗漏、右坝肩Ⅲ级阶地松散层的渗漏量进行了计算,得到了各渗漏量数据,为设计施工提出了防渗建议。
This paper introduces the geo-hydrologic conditions of the dam site of Songta Hydropower Station,calculates the unconsolidated sediment in the right-bank old channel,the dam bypass seepage on right-bank bedrock and the seepage of III grade terrace unconsolidated formation on right dam abutment,obtains all seepage data,and puts forward some antiseepage suggestions for design and construction.
出处
《科技情报开发与经济》
2009年第33期125-126,共2页
Sci-Tech Information Development & Economy
关键词
绕坝渗漏
渗漏量计算
水文地质条件
松塔水电站
dam bypass seepage
seepage calculation
geo-hydrologic condition
Songta Hydropower Station