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Diversion tunnel of the Irganaiskaya waterworks facility and prospects of its use in the period of erection of the dam to intermediate levels

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References

  1. I. A. Aliev, A. A. Neikovskii, V. A. Red’kin et al., “Design solutions and state of the construction of Irganaiskaya HPP,” Gidrotekh. Stroit., No. 11 (2001).

  2. A. A. Neikovskii and G. L. Rubinshtein, “Operational diversion spillway of the Irganaiskaya HPP: design and hydrotechnical studies,” Gidrotekh. Stroit., No. 12 (2002).

  3. V. F. Ilyushin and E. I. Dubinchik, High-Head Subsurface Spillways [in Russian], Énergoatomizdat, Moscow (1983).

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  6. I. S. Novikova and V. M. Semenkov, “Permissible roughness of the surface of spillway structures according to the conditions of absence of cavitation erosion,” in: Mater. Conf. and Sessions on Hydraulic Engineering, Methods for Study and Hydraulic Design of Hydrotechnical Spillway Structures [in Russian], Izd. VNIIG (1985).

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Authors and Affiliations

  1. Irganaiskaya Hydropower Plant, Russia

    M. A. Abdurakhmanov, E. N. Bellendir, V. V. Kostin, A. A. Neikovskii & A. M. Shvainshtein

  2. Vedeneev All-Russia Research Institute for Hydroengineering, St. Petersburg, Russia

    M. A. Abdurakhmanov, E. N. Bellendir, V. V. Kostin, A. A. Neikovskii & A. M. Shvainshtein

  3. Lengidroproekt Institute, St. Petersburg, Russia

    M. A. Abdurakhmanov, E. N. Bellendir, V. V. Kostin, A. A. Neikovskii & A. M. Shvainshtein

Authors
  1. M. A. Abdurakhmanov
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  2. E. N. Bellendir
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  3. V. V. Kostin
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  4. A. A. Neikovskii
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  5. A. M. Shvainshtein
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Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 9, September 2005, pp. 43–49.

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Abdurakhmanov, M.A., Bellendir, E.N., Kostin, V.V. et al. Diversion tunnel of the Irganaiskaya waterworks facility and prospects of its use in the period of erection of the dam to intermediate levels. Power Technol Eng 39, 324–329 (2005). https://doi.org/10.1007/s10749-006-0003-y

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  • DOI: https://doi.org/10.1007/s10749-006-0003-y

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