摘要
本文介绍了超高速可压缩掺气水流的均质绝热激波理论和不可压缩急流冲击波理论,并针对明渠边墙突然偏转情形中的超高速掺气水流,对两种理论预测的结果进行了详细比较,二者差异极大.此外,本文还提出了一个简便判据。
The homogeneous adiabatic theory for compressible shock wave in extra high velocity aerated flow and the homogeneous theory for incompressible hydraulic jump and oblique shock wave in supercritical aerated flow are introduced in this paper.The comparison of the predications for the flow in the vicinity of an abrupt wall deflection by compressible and incompressible theory is made and remarkable difference is found.A discriminant for identification of the existence of compressible effect in extra high velocity aerated flow is suggested.
出处
《水利学报》
EI
CSCD
北大核心
1999年第4期10-13,共4页
Journal of Hydraulic Engineering
基金
国家自然科学基金
"211"工程建设专项基金
关键词
掺气水流
压缩性
激波
急流冲击波
aerated flow,compressibility,shock wave,supercrticial flow.