›› 2005, Vol. 26 ›› Issue (3): 461-464.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Numerical simulation of sluice seepage field of Jinshaxia Hydropower Station by finite volume method

YANG Hai-ying, CHEN Gang, CHAI Jun-rui, ZHANG Zhi-chang   

  1. College of Water Resources and Hydroelectric Engineering, Xi’an University of Technology, Xi’an 710048, China
  • Received:2004-04-05 Online:2005-03-10 Published:2013-11-21

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Abstract: In order to realize the calculation of the three-dimensional seepage field including the gate and earth dam, grids of the seepage field with the drain hole are set up by use of finite volume method; and consequently sluice seepage field is numerically simulated. According to numerical result, the effect of impervious wall in sluice foundation is weak; and the upright hydraulic slope of overflow point beyond the permission value. The corresponding reform measure is put forward.

Key words: drain hole, seepage, finite volume method

CLC Number: 

  • TU 443
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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