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Rating spillway crests of incomplete dams for passing ice

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Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    Adopting the proposed method of computation, having reliable initial data which is characteristic of the water-ice flow and of the condition of its interaction with the structure, it is possible to compute the passage of ice over the crest of an incomplete dam.

  2. 2.

    The minimum allowable span width of the crest for the condition of unobstructed movement of ice through the hydrocomplex is given by Eq. (13).

  3. 3.

    For passing all ice arriving from upstream, a width of span b>(1.2–1.4)bmin is necessary.

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Literature Cited

  1. Ya. L. Gotliev, I. V. Krapivin, F. F. Razzorenov, and N. P. Rozhkov, “Passing ice over the crest of the incomplete Bratsk HES spillway dam,” Gidrotekh. Stroitel'., No. 6 (1961).

  2. I. N. Sokolov, “Effect of the strength of ice on its passage through hydraulic structures,” Proceedings of the Coordination Meeting on Hydrotechniques [in Russian], No. 10, Izd-vo, “Énergiya” (1964).

  3. N. M. Sokol'nikov, “Passing ice during the construction period through partly completed structures on the rivers of Siberia,” Proceedings of the Coordination Meeting on Hydrotechniques [in Russian], No. 10, Izd-vo “Énergiya” (1964).

  4. N. M. Sokol'nikov, “Passing ice through partially completed structures of Krasnoyarsk HES during the spring of 1963,” Proceedings of the Coordination Meeting on Hydrotechniques, No. 17, Izd-vo “Énergiya” (1965).

  5. V. A. Koren'kov, “Passing ice during HES construction at the stage of building the crest of the incomplete structure,” Izv. Vuzov, Ser. Stroitel'stvo i Arkhitektura, No. 4 (1966).

  6. V. V. Sokolovskii, Statics of Free-Flowing Media [in Russian], GITTL (1954).

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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 7, pp. 32–36, July, 1968.

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Panfilov, D.F. Rating spillway crests of incomplete dams for passing ice. Hydrotechnical Construction 2, 607–613 (1968). https://doi.org/10.1007/BF02378116

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