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Dam water intake with tiered tunnels

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Hydrotechnical Construction Aims and scope

Conclusions

Under conditions of a canyonlike profile of a mountain river dam in a region with a high design seismic activity, an intake with tiered tunnels at an earth dam was the most economical and provided diversion of the river and intake of water during construction, high reliability of operation and stability of the structure as well as the requirements of the operating service imposed on the intake of water from the reservoir.

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Literature cited

  1. Sh. G. Napetvaridze, Earthquake Resistance of Hydraulic Structures [in Russian], Gosstroiizdat, Moscow (1959).

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  2. N. N. Abramov, Water Supply [in Russian], Gosstroiizdat, Moscow (1982).

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  3. SNiP II-31-74. Part II. Chapter 31. Water Supply. Outside Mains and Structures [in Russian].

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Authors
  1. S. S. Golik
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Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 10, pp. 9–12, October, 1986.

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Golik, S.S. Dam water intake with tiered tunnels. Hydrotechnical Construction 20, 565–569 (1986). https://doi.org/10.1007/BF01427241

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  • DOI: https://doi.org/10.1007/BF01427241

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