Abstract
An isotropic aquifer is crossed by a river. The pumping and observation wells are fully penetrating. The chapter considers analytical solutions for calculating the drawdown depending on river geometry and hydrodynamic conditions: (1) the stream is a boundary of the flow (Sect. 5.1) and (2) the stream is a boundary that does not limit the cone depletion (Sect. 5.2). Steady-state solutions for pumping from a well under the stream are considered separately (Sect. 5.3).
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Sindalovskiy, L.N. (2017). Pumping Test near a Stream. In: Aquifer Test Solutions. Springer, Cham. https://doi.org/10.1007/978-3-319-43409-4_5
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DOI: https://doi.org/10.1007/978-3-319-43409-4_5
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