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Establishing the boundary conditions governing the construction of hydraulic fills and poured slurry ponds

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Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    The minimum sand content in a hydraulic mix necessary for the hydraulic fill of tailings is directly related to the plan form of the slurry pond and its dimensions.

  2. 2.

    Hydraulic fill of slurry ponds is possible if the following conditions are observed: a) with diminishing grain size of the sand, its content in the hydraulic mix must increase accordingly; b) with diminishing content and grain size of the sand, the specific discharge, unit weight, and viscosity of the hydraulic mix must also diminish.

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Literature Cited

  1. P. D. Evdokimov, Design and Operation of Slurry Ponds at Enrichment Plants [in Russian], Gosgortekhizdat (1960).

  2. B. A. Volnin, High-Hydraulic Fill and Semihydraulic Fill Dams in the USA [in Russian], Gosenergoizdat (1958).

  3. B. A. Volnin and G. T. Sarvin, “Hydraulic filling of tailings with limited sand content,” Gidrotekh. Stroitel’., No. 10 (1970).

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Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 2, pp. 31–32, February, 1972.

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Volnin, B.A., Sarvin, G.T. Establishing the boundary conditions governing the construction of hydraulic fills and poured slurry ponds. Hydrotechnical Construction 6, 148–150 (1972). https://doi.org/10.1007/BF02378184

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  • DOI: https://doi.org/10.1007/BF02378184

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