摘要
通过水力学模型试验,研究了春堂坝水电站引水枢纽的两个布置方案对过流能力、建筑物下游流速、河床冲刷及右岸边坡的影响。结果显示建筑物下游存在局部掏刷问题,右岸边坡坡脚也有一定冲刷,建议在进行建筑物设计时予以重视。
Through the hydrodynamic model test,this paper studies the effects on discharge capacity,downstream flow velocity,scouring in downstream river bed and the downstream right bank side slope of the two layout options of the Chuntang Dam hydropower station diversion project.The result shows that a problem of a local dig brushes downstream buildings and some scouring in the foot of the right bank slope,which may provide a reference for the design of the buildings.
出处
《杨凌职业技术学院学报》
2011年第4期1-3,6,共4页
Journal of Yangling Vocational & Technical College
关键词
模型试验
布置方案
泄流能力
冲刷
model test
layout program
discharge capacity
scour
