掺气分流墩与消力池联合应用消能机理分析与试验验证  

Analysis of mechanism of jointed energy dissipation of stilling basin and aerated baffle and its validation by experiment

作　　者：张宗孝[1] 魏文礼[1] 

机构地区：[1]西安理工大学水利水电学院,陕西西安710048

出　　处：《武汉大学学报（工学版）》2006年第6期14-17,42,共5页Engineering Journal of Wuhan University

摘　　要：采用附加射流水跃理论对掺气分流墩与消力池联合应用的消能机理进行了分析,并通过模型试验对理论分析及消能效率进行了验证.结果表明,采用掺气分流墩设施,可增进消力池的消能作用,并取得显著的经济效益,达到附加射流水跃理论所预期的效果.The jointed energy dissipation mechanism of stilling basin and aerated baffle is analysed based on additional jet flow hydraulic jump theory. The economic benefits of new additional energy dissipation facilities are estimated in terms of the decreased percentage of the sequent depth of hydraulic jump and length of jump, or the capacity of hydraulic jump under the unit width. The experiment results of the model stilling basin and aerated baffle attest the theoretical analysis. Using the model experiment data, the authors calculate the decreased percentage of water jump length and unit width hydraulic jump volume, the energy dissipation rate of aerated baffle, as well as the water depth downstream of the jump. It is concluded that aerated baffle can increase the energy dissipation rate of hydraulic jump theory and decrease the engineering cost. The obvious economic benefits and the predicted effect of additional jet flow hydraulic jump are obtained.

关 键 词：掺气分流墩 消力池 附加射流 消能机理 

分 类 号：TV131[水利工程—水力学及河流动力学]