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  1. No Access

    Article

    Determination of the effective length of sand traps in hydroelectric plants

    1. The method recommended in the norms TUiN 24-110-48 for determining the length of the effective portions of sa...

    I. E. Mikhailov in Hydrotechnical Construction (1973)

  2. No Access

    Article

    Effects of grooves and openings in the roofs of elbow draft tube diffusers on the power characteristics of Kaplan turbines

    1. The presence of grooves for installation of the maintenance gates in the lateral walls and pier of an elbow d...

    I. E. Mikhailov, E. L. Mityurev, V. V. Kazennov in Hydrotechnical Construction (1973)

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    Article

    Effect of height of tower intake entry ports on head losses

    I. E. Mikhailov, V. I. Zolotukhin in Hydrotechnical Construction (1977)

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    Article

    Selection of the size and shape of tower intakes

    1. Minimum local head losses in an intake are observed with a horizontal arrangement of the intake opening sill ...

    I. E. Mikhailov, V. I. Zolotukhin in Hydrotechnical Construction (1978)

  5. No Access

    Article

    New jet-gate design

    1. A high-head regulating jet gate of modern design exhibits a high capacity and regulates the discharging flow ...

    I. E. Mikhailov, V. I. Bobrov in Hydrotechnical Construction (1980)

  6. No Access

    Article

    Hydrodynamic pressures on walls of structural elements of a jet-type discharge-regulating valve

    1. The magnitudes of pressures on the walls of the jet-mixing chamber and the outlet conduit do not give rise to...

    I. E. Mikhailov, V. I. Bobrov in Hydrotechnical Construction (1980)

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    Article

    Hydraulic investigation of draft tubes of a pumped-storage station with various elevation angles of the diffuser bottom

    V. G. Kudrevatykh, M. F. Gubin, I. E. Mikhailov in Hydrotechnical Construction (1981)

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    Article

    Use of equalizing racks in the outlet sections of draft tubes of hydroelectric and pumped-storage stations

    1. Investigations and calculations showed that the installation of equalizing racks in the outlet sections of dr...

    I. E. Mikhailov, M. F. Gubin, V. G. Kudrevatykh in Hydrotechnical Construction (1984)

  9. No Access

    Article

    Effect of the shape of the transition section on head losses in intakes of a pumped-storage station

    1. In intakes of the upper reservoirs of pumped-storage stations for straight variants and for layouts with bend...

    I. E. Mikhailov, A. I. Kuz'menko in Hydrotechnical Construction (1985)

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    Article

    Investigations of a spillway system equipped with a jet regulating gate

    I. E. Mikhailov, Yu. S. Odinets in Hydrotechnical Construction (1990)

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    Article

    Effect of the size of the openings on the characteristics of a tower (shaft) type of water intake-outlet for a pumped storage station

    I. E. Mikhailov, Yu. V. Polikarpov, A. K. Fink in Hydrotechnical Construction (1991)

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    Article

    Experimental investigations of water intake/outlet towers (shafts)

    1. In a pump regime the discharge openingsoperate full section at a height h≤(0.2–0.3)dc; separation of the flow...

    I. E. Mikhailov, Yu. V. Polikarpov, A. K. Fink in Hydrotechnical Construction (1992)

  13. No Access

    Article

    Head-loss reduction in the water-intakes/outlets of pumped-storage tower (shaft)-type power plants

    1. The installation of a conical transitional segment between a tower (shaft)-type water intake-outlet and penst...

    I. E. Mikhailov, Yu. V. Polikarpov, A. K. Fink in Hydrotechnical Construction (1992)

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    Article

    Effect of the shape of structural members on head losses in tower (shaft) inlet-outlets of pumped-storage stations

    1. An increase of the radius of transition of the sill of orifices with the cylindrical end section of the press...

    I. E. Mikhailov, Yu. V. Polikarpov, A. K. Fink in Hydrotechnical Construction (1993)

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    Article

    Energy Characteristics of Water Intakes at Hydroelectric and Pumped-Storage Power Plants

    I. E. Mikhailov in Hydrotechnical Construction (2000)

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    Article

    Trajectory and Length of Sedimentation Path of Suspended Solids in Desilt Basins with Different Bottom Slopes

    I. E. Mikhailov in Power Technology and Engineering (2002)

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    Article

    Distribution of homogeneous particles on the bottom due to settlement in a uniform low-velocity turbulent flow

    The cross-sectional size of the flow does not influence the pattern of distribution of sediment.

    I. E. Mikhailov in Power Technology and Engineering (2005)

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    Article

    Distribution of Homogeneous Particles on the Bottom of a Desilting Basin Due To Settling In a Nonuniform Low-Velocity Turbulent Flow

    I. E. Mikhailov in Power Technology and Engineering (2005)

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    Article

    Distribution of settled homogeneous particles in Dufour-type continuous flushing settling basins

    Experimental data for continuous flushing settling basins are presented.

    I. E. Mikhailov in Power Technology and Engineering (2006)

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    Article

    Determination of the dimensions of dufur settling basins with continuous flushing of detritus

    A new method is proposed for determination of the dimensions of settling basins.

    I. E. Mikhailov in Power Technology and Engineering (2006)

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