Hydraulic Studies in Support of the Construction of a Stepped Spillway at The Boguchany Hydroelectric Power Plant


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Abstract

Hydraulic studies are made in support of the construction of a stepped spillway at the Boguchany Hydroelectric Power Plant with a height of 81.5 m and a step height of 1.5 m designed for a specific discharge rate of up to 45 m2/sec. The flow and energy loss parameters and the hydrodynamic effect of the flow on a step are determined. These discharge flows are realized in full-scale test.

About the authors

G. A. Sudol’skii

B. E. Vedeneev All-Russia Research Institute of Hydraulic Engineering (VNIIG)

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

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