Analysis of Seepage Flow Structure in Clay-Cement Concrete Diaphragm of the Gotsatli HPP Earth Dam


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Abstract

This article presents the results of numerical modeling of seepage in an earth dam with a clay-cement concrete diaphragm for assessing the seepage strength of soils in transition zones at the contact with the diaphragm in the case of the occurrence of a vertical or horizontal crack in its body.

About the authors

S. V. Sol’skii

JSC Vedeneev All-Russian Hydraulic Engineering Research Institute

Author for correspondence.
Email: SolskiySV@vniig.ru
Russian Federation, St. Petersburg

M. G. Lopatina

JSC Vedeneev All-Russian Hydraulic Engineering Research Institute

Email: SolskiySV@vniig.ru
Russian Federation, St. Petersburg

R. N. Orishchuk

JSC Vedeneev All-Russian Hydraulic Engineering Research Institute

Email: SolskiySV@vniig.ru
Russian Federation, St. Petersburg

L. A. Frolova

JSC Vedeneev All-Russian Hydraulic Engineering Research Institute

Email: SolskiySV@vniig.ru
Russian Federation, St. Petersburg

Yu. Yu. Savel’eva

JSC Vedeneev All-Russian Hydraulic Engineering Research Institute

Email: SolskiySV@vniig.ru
Russian Federation, St. Petersburg


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