摘要
结合小湾工程泄洪洞模型试验进行了１１种挑跌坎型和６级流量的试验观测，据此提出了特别适用于大单流量条件的射流出射角修正式，提出了射流近底流速的选取原则．与实验资料对比证明本文计算方法有足够精度．
Based on the experimental results in model test, the modified formula for calculating the take off angle of jet flow from aerator has been established. The comparison shows that the calculation results agree with the observed data fairly.
出处
《水利学报》
EI
CSCD
北大核心
1998年第9期28-31,共4页
Journal of Hydraulic Engineering
基金
"八五"攻关课题
