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Deformations of channels below high-head spillways on rock foundations

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  • At the Construction Projects of the Five-Year Plan
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Hydrotechnical Construction Aims and scope

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Literature cited

  1. I. I. Taraimovich, Reinforcement in the Lower Pool of Spillways [in Russian], Énergiya, Moscow (1966).

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  2. G. A. Yuditskii, “Recommendations for improving the method of calculating scour of rock channels beyond spillways with a ski-jump,” VNIIG im. B. E. Vedeneev, Leningrad,101 (1973).

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  3. G. A. Golodkovkaya et al., “Determining the design coefficient for strength of rock in a mass,” Gidrotekh. Stroit., No. 1 (1977).

  4. Yu. A. Fishman, “Response to the article by G. A. Golodkovskaya et al.,” Gidrotekh. Stroit., No. 2 (1978).

  5. Method for Engineering-Geologic Study of Jointing in Rocks [in Russian], Énergiya, Moscow (1969).

  6. Methodological Recommendations on a Study of the Block Structure of Intrusive Rock Masses for Predicting Their Scouring beyond Spillways [in Russian], VNIIG, Leningrad (1976).

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  8. Hydraulic Calculations of Structures Controlling Rapid Flows [in Russian], Énergiya, Leningrad (1974).

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  10. Provisional Instructions on Hydraulic Calculation of Surface Spillways for High Gravity Dams [in Russian], Énergiya, Moscow -Leningrad (1965).

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Authors
  1. I. I. Taraimovich
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Additional information

Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 9, pp. 38–42, September, 1978.

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Taraimovich, I.I. Deformations of channels below high-head spillways on rock foundations. Hydrotechnical Construction 12, 917–923 (1978). https://doi.org/10.1007/BF02322089

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  • DOI: https://doi.org/10.1007/BF02322089

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