T形墩消力池的水力特性与体型研究  

The study on hydraulic characteristics of stilling basin with baffle peirs

作　　者：李中枢 潘艳华[1] 杨敏 陈树滋 

机构地区：[1]吉林省水利科学研究所,长春水利电力高等专科学校

出　　处：《水利学报》1995年第3期28-39,共12页Journal of Hydraulic Engineering

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.

关 键 词：消能 消力池 T形墩 水力特性 体型 计算方法 

分 类 号：TV653.1[水利工程—水利水电工程] TV135.2