Optimum Shape of the Prototype Spillway Chute Aerator

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Advances in Water Science > 2000 > 11(2): 144-147.

YANG Yong-sen, YANG Yong-quan. Optimum Shape of the Prototype Spillway Chute Aerator[J]. Advances in Water Science, 2000, 11(2): 144-147.

Citation:

YANG Yong-sen, YANG Yong-quan. Optimum Shape of the Prototype Spillway Chute Aerator[J]. Advances in Water Science, 2000, 11(2): 144-147.

Citation:

YANG Yong-sen, YANG Yong-quan. Optimum Shape of the Prototype Spillway Chute Aerator[J]. Advances in Water Science, 2000, 11(2): 144-147.

1.
Dept. of Hydraulic Engineering, Tsinghua University, Beijing 100084, China;
2.
The State Key Laboratory for High Speed Hydraulics, Sichuan University, Chengdu 610065, China

Funds: The project is supported by the State Key Laboratory for High Speed Hydraulics, Sichuan University.

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[1]	Pinto N L de S,Neidert S H,et al.Aeration at High Velocity Flows[J].Water Power & Dam Construction,Feb/March 1982,34.
[2]	Rutschmann P,Hager W H.Design and performance of spillway chute aerators[J],Water Power & Dam Construction,January 1990,42.
[3]	Rutschmann P.Calculation and optimum shape of spillway chute aerators.Int.Symp.on Model－Prototype Correlation of Hydr.Structures,P H Burgi,ed.,ASCE,1988.
[4]	Vischer D,et al.Hydraulic Modeling of Air Slots in Open Chute Spillway[J],Intl.Conf.on the Hydraulic Modeling of Civil Engineering Structures,BHRA Fluid Engineering,Coventry,UK,1982.
[5]	时启燧,等.通气减蚀挑坎水力学问题的试验研究[J].水利学报,1983,(3).
[6]	杨永森,等.掺气槽上自由射流挟气量的数学模型[J].水利学报,1996,(3).
[7]	邵瑛瑛,潘水波.泄水建筑物通气减蚀设施的设计与应用[J].水力发电,1987,(7).
[8]	罗铭,杨永森.掺气减蚀设施水力计算的改进[J].水利学报,1998,(9).

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