Pumped storage power plays increasingly important roles in modern society but requires some complex equipment. The characteristics of the S-shaped region of a reversible pump-turbine caused significant difficulties in the stable operation of the unit. In this paper, the 1# pump-turbine at Baoquan storage power station is studied. The basic variations of the internal flow were understood using Computational Fluid Dynamics (CFD) simulation, and the relationship between head variation and the ‘S’ characteristic was analyzed. It was found that the basis of the ‘S’ characteristics was channel congestion caused by vortices. Methods that might be used to eliminate the effects of the ‘S’ characteristic are also given. The authors believe that the research findings in this paper could provide the technical support needed for stable operation of such units, as well as further studies of the ‘S’ characteristic.
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Research Article|
June 01 2015
Study of flow characteristics in the S-shaped region of a pump-turbine at Baoquan pumped storage power station
Jun Li;
Jun Li
a
School of Electric Power, North China University of Water Resources and Electric Power
, Zhengzhou 450045
, China
b
Institute of Water Resources and Hydro-electric Engineering
, Xi'an University of Technology, Xi'an 710048
, China
*Corresponding author. E-mail: [email protected]
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Yongmei Cao;
Yongmei Cao
a
School of Electric Power, North China University of Water Resources and Electric Power
, Zhengzhou 450045
, China
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Lei Wang;
Lei Wang
a
School of Electric Power, North China University of Water Resources and Electric Power
, Zhengzhou 450045
, China
c
State Grid Henan Baoquan Pumped Storage Company Limited
, Xinxiang 453636
, China
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Xiaochong Chen
Xiaochong Chen
c
State Grid Henan Baoquan Pumped Storage Company Limited
, Xinxiang 453636
, China
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Water Practice and Technology (2015) 10 (2): 242–249.
Citation
Jun Li, Yongmei Cao, Lei Wang, Xiaochong Chen; Study of flow characteristics in the S-shaped region of a pump-turbine at Baoquan pumped storage power station. Water Practice and Technology 1 June 2015; 10 (2): 242–249. doi: https://doi.org/10.2166/wpt.2015.026
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