摘要
本文对Ｔ形墩消力池的水力特性和体型比较等问题进行了试验，给出了Ｔ形墩消力池的共轭比ηｔ，阻力系数Ｃｄ，墩坎反力ｐ及池长、墩位、消能率等计算式。
The results of serial model tests on hydraulic characteristics and optimal configurations of stilling basin with T-shape baffle peirs are presented in this paper. The formulas for calculations of conjugate ratio ηt, drag coefficient Cd, reacting force P, length of basin, positions of peirs as well as dissipation rate are also provided.
出处
《水利学报》
EI
CSCD
北大核心
1995年第3期28-39,共12页
Journal of Hydraulic Engineering
关键词
消能
消力池
T形墩
水力特性
体型
计算方法
energy dissipation, stilling basins, T-shaped energy dispersion baffle, hydraulic characteristics oplimun size, computational method, hydraulic design formula.
