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Passage of diversion and service flow during construction of earth dams

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Hydrotechnical Construction Aims and scope

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Literature cited

  1. S. M. Slisskii et al., “Investigation and design of a grooveless gate with a counter-pressure chamber,” Gidrotekh. Stroit., No. 6 (1977).

  2. P. R. Khlopenko, “Operating conditions of deep gates and possibilities of improving them,” Gidrotekh. Stroit., No. 6 (1971).

  3. P. R. Khlopenko, “Deep gates of a new design for closing diversion tunnels,” Gidro-tekh. Stroit., No. 2 (1968).

  4. Yu. P. Pravdivets, “Passage of flood waters through partially constructed earth dams,” Énerg. Stroit., No. 4 (1977).

  5. A. A. Belyakov and Yu. P. Pravdivets, “Effect of the scheme of passage of flood discharges on the cost effectiveness of hydro developments with earth dams,” Énerg. Stroit., No. 9 (1978).

  6. L. B. Sheinman, “Criteria for evaluating and selecting the optimal design variant and selecting the variant of a high dam design,” in: Transactions of the Joint Conference on Hydraulic Engineering [in Russian], No. 00, 59–62 (1974).

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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 8, pp. 21–26, August, 1987.

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Grigor'ev, Y.A., Rubinshtein, G.L. & Semenkov, V.M. Passage of diversion and service flow during construction of earth dams. Hydrotechnical Construction 21, 470–477 (1987). https://doi.org/10.1007/BF01424781

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  • DOI: https://doi.org/10.1007/BF01424781

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