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Hydraulic Studies of a Model for the Additional Spillway at the Maina Hydraulic Installation (Left-Bank Variant)

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Power Technology and Engineering Aims and scope

The paper presents the results of hydraulic studies of the model for the left-bank variant of the additional spillway in the Maina hydraulic installation performed with the aim of justification of the designed discharge capacity. Similarity criteria of hydraulic modeling and calculation results are given.

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References

  1. V. N. Bukhartsev, N. P. Lavrov, I. E. Frolova, Togo Issa, A. L. Makarov, and A. N. Ryabintsev, “Hydraulic studies of the model of the additional spillway of Maina hydraulic installation,” Gidrotekh. Stroit., No. 4, 27 – 34 (2014).

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  5. A. F. Burkov, R. S. Gal’perin, M. Ya. Gil’denblat, et al., Hydraulic Calculations of Tunnel and Tubular Spillways of Hydraulic Installations [in Russian], Énergiya, Leningrad (1974).

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  9. V. N. Bukhartsev, River Hydraulic Installations. Waterway Installations of Reservoired Hydraulic Installations [in Russian], Izd. SPbPU, St. Petersburg (2011).

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Correspondence to V. N. Bukhartsev.

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Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 4, April 2016, pp. 24 – 29.

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Bukhartsev, V.N., Lavrov, N.P., Frolova, I.E. et al. Hydraulic Studies of a Model for the Additional Spillway at the Maina Hydraulic Installation (Left-Bank Variant). Power Technol Eng 50, 269–274 (2016). https://doi.org/10.1007/s10749-016-0696-5

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  • DOI: https://doi.org/10.1007/s10749-016-0696-5

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