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Construction of dams on small rivers

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Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    Precast dams can be one of the main directions in the construction of dams of small categories.

  2. 2.

    The specific labor expenditures on precast concrete are almost 10 times less than onin situ concrete dams of analogous categories.

  3. 3.

    Precast concrete shortens the total construction time by 3–4 times and on concreting operation by 5–7 times.

  4. 4.

    The experience of constructing the Saltyn dam permits recommending precast designs of dams for wide use.

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References

  1. V. Kh. Muslimov, Hydropower Resources of the Dagestan ASSR [in Russian], Dagknigoizdat, Makhachkala (1972).

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  2. V. Kh. Muslimov, Hydropower Resources of the Chechen-Ingush ASSR [in Russian], Kniga, Groznyi (1991).

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  3. V. Kh. Muslimov, Investigation of the Potential Hydropower Resources of Rivers of North Osetian ASSR [in Russian], DPI, Makhachkala (1989).

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  4. L. P. Mikhailov, Small Hydropower [in Russian], Énergoatomizdat, Moscow (1989).

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  5. I. A.-G. Suleimanov, “High-technology precast spillway dam,” Stroit. Arkhitekt., No. 5 (1988).

  6. V. F. Mokhovikov (editor), Reclamation and Water Management: Handbook [in Russian], Kolos, Moscow (1984).

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  7. I. A.-G. Suleimanov and V. E. Kim, “Method of calculating a precast concrete dam,” Gidrotekh. Stroit., No. 4 (1992).

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Authors
  1. I. A. -G. Suleimanov
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  2. V. Kh. Muslimov
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Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 9, pp. 14–18, September, 1993.

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Suleimanov, I.A.G., Muslimov, V.K. Construction of dams on small rivers. Hydrotechnical Construction 27, 515–520 (1993). https://doi.org/10.1007/BF01545371

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  • DOI: https://doi.org/10.1007/BF01545371

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