摘要
分析了蘑菇湖水库泄水涵洞下游消能的现状及存在的问题。通过对垂直边墙水平扩散消力池的水力计算和水工模型试验,提出了在消力池尾部加消力槛的改进措施。经实际运用,得到了满意的消能效果。
The status quo and existing problems of the energy dissipation measures for the downstream area of the draw-off culvert of Moguhu Reservoir are analyzed. Based on the hydraulic calculation and hydraulic model test of the horizontal diffusion plunge pool with vertical abutment walls, the improvement measure with a baffle sill at the end of the plunge pool is presented, and the energy dissipation is satisfied.
出处
《水利水运工程学报》
CSCD
北大核心
2003年第3期63-66,共4页
Hydro-Science and Engineering
