Hydrodynamic Performance and Cavitation Analysis in Bottom Outlets of Dam Using CFD Modelling

被引:32
作者
Aminoroayaie Yamini, Omid [1 ]
Mousavi, S. Hooman [1 ]
Kavianpour, M. R. [1 ]
Safari Ghaleh, Ramin [1 ]
机构
[1] KN Toosi Univ Technol, Dept Civil Engn, Tehran, Iran
关键词
FLOW; BEHAVIOR; RIVER; GATE;
D O I
10.1155/2021/5529792
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Bottom outlets are significant structures of dams, which are responsible for controlling the flow rate, operation, or removal of reservoir sedimentation. The service gate controls the outlet flow rate, and whenever this gate is out of order, the emergency gate which is located at upstream is utilized. The cavitation phenomenon is one of the common bottom outlets' problems due to the rapid flow transfer. The present research is a numerical study of the flow pattern in a dam's bottom outlet for different gate openings by the use of Flow-3D software and RNG k-epsilon turbulence model. The investigation is carried out on the Sardab Dam, an earth dam in Isfahan (Iran). The maximum velocity for 100% opening of the gate and Howell Bunger valve is about 18 m/s in the section below the gate, and the maximum velocity for 40% opening of the gate is equal to 23.1 m/s. For 50% opening of the service and emergency gate in the valve's upstream areas, the desired pressure values are reduced. Moreover, in the areas between the two emergency and service gates, the pressure values are reduced. The possibility of cavitation in this area can be reduced by installing aerators. The flow pattern in Sardab Dam's bottom outlet has relatively stable and proper conditions, and there are no troublesome hydraulic phenomena such as local vortices, undesirable variations in pressure, and velocity in the tunnel, and there is no flow separation in the critical area of flow entering into the branch.
引用
收藏
页数:14
相关论文
共 44 条
[1]   One-Dimensional Hydrodynamic Modeling of the Euphrates River and Prediction of Hydraulic Parameters [J].
Al-Mansori, Nassrin Jassim Hussien ;
Al-Zubaidi, Laith Shaker Ashoor .
CIVIL ENGINEERING JOURNAL-TEHRAN, 2020, 6 (06) :1074-1090
[2]   Observations and measurements on unsteady cavitating flows using a simultaneous sampling approach [J].
Chen, G. H. ;
Wang, G. Y. ;
Hu, C. L. ;
Huang, B. ;
Zhang, M. D. .
EXPERIMENTS IN FLUIDS, 2015, 56 (02)
[3]  
Daneshmand F., 2007, P 5 ISME WSEAS INT C, P269
[4]   Flow characteristics of bottom outlets with moving gates [J].
Dargahi, Bijan .
JOURNAL OF HYDRAULIC RESEARCH, 2010, 48 (04) :476-482
[5]  
Davis C.V., 1969, HDB APPL HYDRAULICS, V22, P22
[6]  
Falvey H., 1990, Engineering Monograph, V42
[7]  
Fazelabdolabadi B., 2020, HighTech. Innov. J, V1, P148, DOI [DOI 10.28991/HIJ-2020-01-04-02, 10.28991/HIJ-2020-01-04-02]
[8]  
Ferziger J.H., 2002, COMPUTATIONAL METHOD, P1, DOI DOI 10.1007/978-3-642-56026-2
[9]  
Flow Science Inc., FLOW 3D US MAN VERS