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Supervised by Ministry of Industry and Information Technology of The People's Republic of China Sponsored by Harbin Institute of Technology Editor-in-chief Yu Zhou ISSNISSN 1005-9113 CNCN 23-1378/T

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Related citation:Tae Uk Jang,Yuebin Wu,Ying Xu,Qiang Sun.Numerical Simulation for Two-Phase Water Hammer Flows in Pipe by Quasi-Two-Dimensional Model[J].Journal of Harbin Institute Of Technology(New Series),2016,23(2):9-15.DOI:10.11916/j.issn.1005-9113.2016.02.002.
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Numerical Simulation for Two-Phase Water Hammer Flows in Pipe by Quasi-Two-Dimensional Model
Author NameAffiliation
Tae Uk Jang School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, China
Department of Mechanics, Kim Il Sung University, Pyong Yang, D.P.R.Korea 
Yuebin Wu School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, China
State Key Laboratory of Urban Water Resource and Environment, Harbin Institute of Technology, Harbin 150090, China 
Ying Xu School of Energy and Architecture, Harbin University of Commerce, Harbin 150028, China 
Qiang Sun School of Municipal and Environmental Engineering, Harbin Institute of Technology, Harbin 150090, China 
Abstract:
The features of a quasi-two-dimensional (quasi-2D) model for simulating two-phase water hammer flows with vaporous cavity in a pipe are investigated. The quasi-2D model with discrete vaporous cavity in the pipe is proposed in this paper. This model uses the quasi-2D model for pure liquid zone and one-dimensional (1D) discrete vapor cavity model for vaporous cavity zone. The quasi-2D model solves two-dimensional equations for both axial and radial velocities and 1D equations for both pressure head and discharge by the method of characteristics. The 1D discrete vapor cavity model is used to simulate the vaporous cavity occurred when the pressure in the local pipe is lower than the vapor pressure of the liquid. The proposed model is used to simulate two-phase water flows caused by the rapid downstream valve closure in a reservoir-pipe-valve system. The results obtained by the proposed model are compared with those by the corresponding 1D model and the experimental ones provided by the literature, respectively. The comparison shows that the maximum pressure heads simulated by the proposed model are more accurate than those by the corresponding 1D model.
Key words:  water hammer  method of characteristics  quasi-two-dimensional model  column separation  discrete vapor cavity model
DOI:10.11916/j.issn.1005-9113.2016.02.002
Clc Number:TU991
Fund:

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