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Recovery Tests

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Abstract

The analytical solutions for describing water-level recovery after a pumping test were constructed based on the superposition principle (see Sect. 10.2), which, in this case, determines the water-level changes in a well as the sum of drawdown values corresponding to two periods: pumping from the well with some (constant or variable) discharge rate and level recovery at a zero discharge rate.

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References

  • Borevskiy BV, Samsonov BG, Yazvin LS (1973) Methods for aquifer parameters estimation from pumping test data. Nedra, Moscow (In Russian)

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  • Jacob CE (1963) The recovery method for determining the coefficient of transmissibility. In: Bentall R (ed) Methods of determining permeability, transmissibility and drawdown. U.S. Geological Survey Water-Supply, paper 1536-I, pp 283–292

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  • Shestakov VM (1973) Groundwater dynamics. MSU, Moscow (In Russian)

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  • Theis CV (1935) The relation between the lowering of the piezometric surface and the rate and duration of discharge of a well using ground-water storage. EOS T Am Geophys Un 16(2):519–524

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Correspondence to Leonid N. Sindalovskiy .

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Sindalovskiy, L.N. (2017). Recovery Tests. In: Aquifer Test Solutions. Springer, Cham. https://doi.org/10.1007/978-3-319-43409-4_11

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