Three-dimensional Seepage Analysis of Powerhouse Dam Section of Xixia Institute Anti-regulation Reservoir

ZHANG Jun-Xia, LI Li, ZHU Deng-Feng-

Journal of Changjiang River Scientific Research Institute ›› 2009, Vol. 26 ›› Issue (10) : 67-70.

PDF(1543 KB)
PDF(1543 KB)
Journal of Changjiang River Scientific Research Institute ›› 2009, Vol. 26 ›› Issue (10) : 67-70.
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Three-dimensional Seepage Analysis of Powerhouse Dam Section of Xixia Institute Anti-regulation Reservoir

  •  ZHANG  Jun-Xia, LI  Li, ZHU  Deng-Feng-
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Abstract

The Xixia Institute Anti-regulation Reservoir is a coordinated project of Yellow River Xiaolangdi Water Resources Project. According to the project geological situation of powerhouse dam section of the reservoir, this section project foundation treatment uses horizontal middle-brackets-like “[” shape concrete cut-off wall as anti seepage. For understanding the motion law of underground water and the control effect of seepage-proof measures, three dimensional seepage calculation analysis for the power plant workshop dam section is conducted. The analytic result shows as follows:The selection and arrangement of seepage control measures in the powerhouse dam section are reasonable overall. The bottom plate at the apron section withstands a rather great pressure, seen from the contour-line distribution diagram of uplifts. Therefore, it is suggested that the thickness of concrete bottom plate of the apron should be taken a gradual thickness from 1.0-0.6 meter to ensure the powerhouse dam section safe operation.

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ZHANG Jun-Xia, LI Li, ZHU Deng-Feng-. Three-dimensional Seepage Analysis of Powerhouse Dam Section of Xixia Institute Anti-regulation Reservoir[J]. Journal of Changjiang River Scientific Research Institute. 2009, 26(10): 67-70
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