摘要
本文通过水工模型试验 ,对水垫塘冲击区底板块表面及底面动水动力进行了测量。重点分析了失稳区底板块动水压力特性及相关特性。研究表明 :时均上举力和脉动上举力是造成底板块失稳的主要原因。
On the experimental model, fluctuating pressure on the bottom of plunge pool was measured.Characteristics and correlation of fluctuating pressure in instability area were specially analyzed.The conclusion of investigation is that fluctuating uplift and averaged uplift can give rise to the instability of floor slabs.
出处
《水力发电学报》
EI
CSCD
北大核心
2000年第3期49-54,共6页
Journal of Hydroelectric Engineering
基金
"九五"国家科技攻关子题! (合同编号 :2 2 1- 0 5- 0 1- 0 2 (1) )
关键词
水垫塘
脉动压力
实验研究
底板块
底面
Plunge pool Fluctuating pressure Experimental investigation