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Calculation of complete interception of groundwater inflow to “perfect” trenches by light wellpoint installations

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Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    To accomplish complete interception of the inflow of groundwater to a perfect (fully penetrating) trench by light wellpoint vacuum installations, wellpoints with high sand filling or wellpoints with air pipes should be used in the installations.

  2. 2.

    A comprehensive calculation of complete interception can be performed by the given method determining the order of performing the calculation operations.

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Literature cited

  1. V. M. Grigor'ev, Vacuum Groundwater Lowering [in Russian], Stroiizdat, Moscow (1973).

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  2. V. M. Grigor'ev, “Calculation of complete interception of groundwater inflow to ‘perfect’ workings,” Gidrotekh. Stroit., No. 6 (1981).

  3. A. L. Zatevakhin, L. A. Titov, K. S. Bogolyubov, and B. S. Krakovskii, “Use and design features of the pumping unit of the UVV-3-6KM vacuum groundwater-lowering installation,” Gidrotekh. Stroit., No. 7 (1981).

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Authors
  1. V. M. Grigorev
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Additional information

Translated from Gidrotekhnicheskoe Stroitel'stvo, No. 12, pp. 21–25, December, 1983.

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Grigorev, V.M. Calculation of complete interception of groundwater inflow to “perfect” trenches by light wellpoint installations. Hydrotechnical Construction 17, 618–626 (1983). https://doi.org/10.1007/BF01427527

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  • DOI: https://doi.org/10.1007/BF01427527

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