The filling water inside the cavity below an aerator occurs for the flow of low Froude number or the small bottom slope of a spillway. The aerator may cease to protect against cavitation damages, and may even act as a generator of cavitation if it is fully filled by water. The experiments were conducted to investigate the influences of the geometric parameters, and then the filling water on the air concentration. The results show that the filling water, or the net cavity length, is closely related to the plunging jet length for a given aerator, and the air concentration at some section is proportional to the ratio Ln/Lj at a fixed Lj for different geometric parameters of aerators. Secondly, at the same ratio of Ln/Lj, the aerator with a larger height or a larger angle of ramp, or a larger bottom slope, would have a larger plunging jet length, and then a larger net cavity length based on the ratio of Ln/Lj. As a result, the large space of cavity, or the high air concentration of the flow could be obtained although the filling water increases also based on the fact that Lf = Lj - Ln. It is the space of the cavity that is the dominant factor to affect the air concentration of the flow.
[1]
Jian-hua Wu,et al.
On Necessity of Placing an Aerator in the Bottom Discharge Tunnel at the Longtan Hydropower Station
,
2006
.
[2]
Willi H. Hager,et al.
Chute Aerators. II: Hydraulic Design
,
2010
.
[3]
Yue Qiu,et al.
Experimental Study on a New Type of Aerator in Spillway with Low Froude Number and Mild Slope Flow
,
2009
.
[4]
Yang Yongsen.
The hydraulic and aeration characteristics of low Froude number flow over a step aerator
,
2000
.
[5]
Yunbin Yuan,et al.
Optimal carrier-smoothed-code algorithm for dual-frequency GPS data
,
2008
.
[6]
Hubert Chanson,et al.
Study of air entrainment and aeration devices
,
1989
.
[7]
Miahr H. Chanson.
Predicting the filling of ventilated cavities behind spillway aerators
,
1995
.
[8]
Liu Haitao,et al.
Optimistic study on the layout of aeration facilities under mild gradient
,
2004
.
[9]
Willi H. Hager,et al.
Closure of “Chute Aerators. I: Air Transport Characteristics
,
2010
.
[10]
Zhang Jianmin.
Numerical simulation on backwater downstream of aerators in spillway with low Froude number flow
,
2007
.