摘要
简述了黄登水电站可行性研究阶段枢纽泄洪消能防冲试验,水垫塘为定床和护岸不护底两种试验情况,对溢流表孔及左右岸放空底孔体型的优化。
The paper introduces model test for the flood discharge and energy dissipation,scour prevention in the feasibility study stage of the Huangdeng hydropwer station,the cushion pond include two case of fixed bed and bank protection not river bottom protection.The shape of the overflow surface hole and left,right bank emptying bottom hole was optimized.
出处
《水利科技与经济》
2012年第10期11-12,共2页
Water Conservancy Science and Technology and Economy
关键词
混凝土重力坝
溢流表孔
左右岸放空底孔
水垫塘
脉动压力
concrete dam
overflow surface hole left
right bank emptying bottom hole
cushion pond
fluctuations pressure
