摘要
陡坡接缓坡转弯段再束窄变陡坡的溢洪道布置在国内外很少见 ,由此提出了弯前陡坡段的消能问题。本文通过反复的水工模型试验研究 ,提出了多级消力池的消能建筑物型式。
It is uncommon at home and abroad that the spillway is laid out as chute connecting curved conduit with gentle slope,then diminishing and steepening.Accordingly,the energy dissipation in the chute before the curved conduit becomes more important.In this paper,the structural style of energy dissipation of multilevel stilling pool was put forward by repeated hydraulic model experiments.
出处
《水力发电学报》
EI
CSCD
北大核心
2004年第3期98-101,120,共5页
Journal of Hydroelectric Engineering
关键词
水力学
溢洪道
消能建筑物
消力池
辅助消能工
hydraulics
spillway
energy dissipation structure
stilling pool
auxiliary energy dissipater
