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Nonlinear seepage and its practical applications

  • Investigations and Experiments
  • Published:
Hydrotechnical Construction Aims and scope

Conclusions

  1. 1.

    The relation between the variation of the coefficient of permeability and the height of the GWL above the drainage base for free descent in a homogeneous soil below the ground surface was established.

  2. 2.

    A relation between the coefficient of permeability and the temperature of the medium for conditions of free descent of the GWL was found which differs from the similar relation for seepage with occurrence of the free water layer above the ground surface.

  3. 3.

    Equations were found which make it possible to perform prediction and water-balance calculations.

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Literature cited

  1. P. Ya. Polubarinova-Kochina,Development of Investigations on the Theory of Seepage in the USSR [in Russian], Nauka, Moscow (1969).

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  2. P. Ya. Polubarinova-Kochina,Theory of Groundwater Movement [in Russian], Nauka, Moscow (1977).

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  3. N. A. Kachinskii, Soil Physics [in Russian], Vol. II, Vysshaya Shkola, Moscow (1970).

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  4. S. F. Aver'yanov, “Relation between permeability of soils and their air content,”Transactions of the Academy of Sciences of the USSR, LXIX, Nos. 1–6, Moscow (1949).

  5. V. P. Gusev and O. A. Militsina,Selection of Representative Projects and Improvement of Field Region Observations [in Russian], SibNIIGiM, Krasnoyarsk (1985).

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Authors
  1. V. P. Gusev
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Additional information

Translated from Gidrotechnicheskoe Stroitel'stvo, No. 4, pp. 38–40, April, 1991.

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Gusev, V.P. Nonlinear seepage and its practical applications. Hydrotechnical Construction 25, 224–227 (1991). https://doi.org/10.1007/BF01423640

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  • DOI: https://doi.org/10.1007/BF01423640

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