摘要
本文利用小浪底枢纽多年模型试验资料,总结了黄河小浪底枢纽泄水建筑物进口弯道凹岸侧向进水口前的河势流态、水流结构、含沙量分布、异重流、淤积地形及漏斗形态等特点,提出了泄水建筑物进口布置及运用的原则.
Based on the data obtained from the physical model with suspended load of the Xiaolangdi project which has special layout of outlet facilities,the behaviors of flow structure,sediment concentration distribution,density current,deposited topography and tunnel-shape morphology in front of these outlets are summarized and the principles of design and operation of the outlet facilities are suggested in this paper.
出处
《水利学报》
EI
CSCD
北大核心
1995年第8期53-59,50,共8页
Journal of Hydraulic Engineering
关键词
黄河
小浪底枢纽
泥沙
河势流态
泄水建筑物
intake of outlet,flow patterm,circulation,guide wall,funnel-shape.