Summary and Prospect of Researches on the Layoutof Water Flow Aerators

WEN Lin-sen, HUANG Guo-bing, WANG Cai-huan, CHEN Dong-xin

Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (4) : 52-55.

PDF(1497 KB)
PDF(1497 KB)
Journal of Changjiang River Scientific Research Institute ›› 2017, Vol. 34 ›› Issue (4) : 52-55. DOI: 10.11988/ckyyb.20151121
HYDRAULICS

Summary and Prospect of Researches on the Layoutof Water Flow Aerators

  • WEN Lin-sen1, HUANG Guo-bing1, WANG Cai-huan1, CHEN Dong-xin2
Author information +
History +

Abstract

Cavitation damage often occurs in outlet structure under the action of high-velocity flow. Measures of aeration and cavitation mitigation are often taken in engineering to protect hydraulic structures. The availability and importance of different layout types of water flow aerators in outlet structures with high water head and large discharge were summarized. Their characteristics, advantages and disadvantages, the structure, principle and engineering application of aeration measures in different layout types were reviewed. And the optimal selection of layout types of aerators under different hydraulic conditions was also summarized.

Key words

outlet structure / aeration and cavitation mitigation / high-velocity flow / layout / hydraulic condition

Cite this article

Download Citations
WEN Lin-sen, HUANG Guo-bing, WANG Cai-huan, CHEN Dong-xin. Summary and Prospect of Researches on the Layoutof Water Flow Aerators[J]. Journal of Changjiang River Scientific Research Institute. 2017, 34(4): 52-55 https://doi.org/10.11988/ckyyb.20151121

References

[1] 张春晋,李永业,孙西欢.明流泄洪洞水力特性的二维数值模拟与试验研究[J].长江科学院院报,2016, 33(1):54-60.
[2] 徐一民,赵 伟,杨红宣,等.掺气挑坎、水流佛氏数及坎后空腔负压对空腔积水的影响[J].水力发电学报,2010, 29(2):15-20.
[3] 庞昌俊,苑亚珍.大型“龙抬头”明流泄洪洞小底坡掺气减蚀设施的选型研究[J].水利学报,1993, 6(6):61-66.
[4] 王海云,戴光清,杨 庆,等.V型掺气坎在龙抬头式泄洪洞中的应用[J].水利学报,2005,36(11):1371-1374.
[5] 黄国兵,王才欢,王春龙.水布垭溢洪道掺气减蚀试验研究[C]∥第三届全国水力学与水利信息学大会论文集.南京:河海大学出版社,2007:195-200.
[6] 王才欢,侯冬梅,李 利,等.高水头弧形闸门突扩跌坎及掺气设施体型研究与工程实践[J].水力发电学报,2012, 31(5):107-113.
[7] 周 赤,何 勇,廖仁强.三峡工程泄洪深孔突扩跌坎式掺气的试验研究[J].长江科学院院报,1997, 14(2):2-6.
[8] 周 赤,李 静.突扩跌坎掺气设施深化研究[J].长江科学院院报,2015,32(9):76-79.
[9] 时启燧, 潘水波, 邵媖媖,等.通气减蚀挑坎水力学问题的试验研究[J].水利学报,1983, 3(3):1-13.
[10]VISCHER D,VOLKART P,SIGENTHALER A.Hydraulic Modeling of Air Slots in Open Chute Spillways[C]∥International Conference on Hydraulic modeling of Civil Engineering Structures, Coventry, England, September,1982: 22-24.
[11]RUTSCHMANN P, HAGER W H. Design and Performance of Spillway Chute Aerators [J]. International Water Power & Dam Construction, 1990, 42(1):36-42.
[12]RUTSCHMANN P. Calculation and Optimum Shape of Spillway Chute Aerators[C]∥International Symposium on Model-Prototype Correlation of Hydraulic Structures, Colorado Springs, Colorado,America, August 9-11, 1988:118-127.
[13]杨永森.跌坎型掺气槽过流的掺气特性[J].水利学报, 1994, 2(2):65-70.
[14]杨永森, 杨永全, 帅青红.低Fr数流动跌坎掺气槽的水力及掺气特性[J].水利学报,2000, 31(2):27-31.
[15]杨永森, 杨永全.掺气减蚀设施体型优化研究[J].水科学进展,2000, 11(2):144-147.
[16]杨 敬, 刘 强.溪洛渡水电站大型泄洪洞龙落尾掺气减蚀设计优化研究[J].四川水力发电,2014, 33(4):78-81.
[17]刘纯义, 罗全胜.溪洛渡3号泄洪洞水流掺气问题研究[J]. 黄河水利职业技术学院学报,2006, 18(4):1-4.
[18]刘 超, 杨永全, 邓 军,等.泄洪洞反弧段下游侧墙掺气减蚀试验研究[J].水动力学研究与进展,2006,21(4):465-472.
[19]DONG Z, LIU Z P,GAO J B.Research on 3D Aeration Infrastructure Shape of High-head, Large-discharge Spillway Tunnel[C]∥Proceedings of the XXXI IAHR Congress. Seoul, Korea,September 11-16, 2005:602-603.
[20]冯永祥, 刘 超, 张晓松.二滩水电站泄洪洞侧墙掺气减蚀研究与实践[J].中国三峡建设(科技版),2008, (2):38-40.
PDF(1497 KB)

Accesses

Citation

Detail

Sections
Recommended

/