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Earth overflow dam

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Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    Earth overflow dams with protection of the surfaces by a precast reinforced-concrete revetment consisting of wedgeshaped elements are almost twofold cheaper than a concrete overflow dam.

  2. 2.

    The examined type of dam permits maximum use of local construction materials — soils — and the industrially manufactured revetment elements provide independence of the construction of the structure from climatic conditions.

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Literature cited

  1. A. S. Grinchuk, Yu. P. Pravdivets, and N. V. Shekhtman, “Testing of a revetment of earth slopes allowing overflow of large unit discharges,” Gidrotekh. Stroit., No. 4, 22–26 (1977).

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  2. Yu. P. Pravdivets, “Earth overflow dams,” Énerg. Stroit. za Rubezhom, No. 2, 21–23 (1978).

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  3. Yu. P. Pravdivets, A. M. Krest'yaninov, and V. F. Turov, “Economical design of a dam on an erodible foundation,” Énerg. Stroit., No. 3, 10–14 (1980).

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  4. Yu. P. Pravdivets, “Experience in the design and construction of earth overflow dams,” Gidrotekh. Melior., No. 10, 39–41 (1980).

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  5. Yu. P. Pravdivets, “Technical and economic substantiation of the construction of earth overflow dams,” Énerg. Stroit., No. 10, 40–44 (1982).

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Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 8, pp. 49–52, August, 1987.

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Miller, A.P., Pravdivets, Y.P. & Salov, V.A. Earth overflow dam. Hydrotechnical Construction 21, 503–507 (1987). https://doi.org/10.1007/BF01424789

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  • DOI: https://doi.org/10.1007/BF01424789

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