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Moscow, Russia

Volynchikov A.N.,JSC Institute Gidroproekt
Power Technology and Engineering | Year: 2011

Construction of the fourth stage of the cascade of HPP on the Angara River is resuming. © 2011 Springer Science+Business Media, Inc. Source


Ivashchenko I.N.,JSC NIIES | Zhirkevich A.N.,JSC Institute Gidroproekt | Ivashchenko K.I.,NTTs Bezopasnost Gidrotekhnicheskikh Sooruzhenii
Power Technology and Engineering | Year: 2015

A method is proposed for designation of design flow rates of water for a period of temporary service of water-development works, which permits direct consideration of both the service life, and also economic and social consequences of possible failures. © 2015 Springer Science+Business Media New York Source


Volynchikov A.N.,JSC Institute Gidroproekt | Gaziev E.G.,an affiliate of JSC Institute Gidroproekt
Power Technology and Engineering | Year: 2016

Problems during filling of the reservoir under frozen rock bed conditions and rock-fill dam body are examined. Thawing of the dam bed and body resulted in an incline in the direction of the upper pool, which in turn caused local opening of the joint between the concrete dam and the asphalt-concrete water wall, which is the water-impermeable core of the dam. © 2016 Springer Science+Business Media New York Source


Gaziev E.G.,JSC Institute Gidroproekt
Power Technology and Engineering | Year: 2012

The pattern of deformations of the Sayano-Shushenskaya arch-gravity dam with its reservoir filled and at a stagnant volume was examined. investigations revealed that a distinguishing characteristic of arch and arch-gravity dams was the three-dimensional character of their deformations, which was caused by a combination of cantilever and arch effects. The sequence employed to calculate the angles of incline of the horizontal sections of the dam to the horizontals involved an increment of horizontal displacement dx of the dam, which occurred for each height increment dy of the dam. The angles of incline of the horizontal sections of the dam permitting identification of the interrelation between the arch and cantilever deformations, represented an extremely important diagnostic parameter in addition to radial, tangential, and vertical displacements that made it possible to ascertain this character. Source


Ustinov A.V.,JSC Institute Gidroproekt | Tveritin A.L.,JSC Institute Gidroproekt
Power Technology and Engineering | Year: 2014

Problems that can be resolved with use of ground laser scanning are listed. Aproposed procedure for a control survey with use of the method of laser scanning is described in detail. Advantages of laser scanning for updating of control documentation are noted. Basic steps in studies related to the control survey are described. Procedures for determination and analysis of deviations in actual geometry of an entity obtained as a result of laser scanning from the design are cited. © 2014 Springer Science + Business Media New York. Source

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