Abstract
The test results for some representative cases of the structure of a stream were received for a model of radial flow at a hydrodynamically imperfect well with a flooded filter transformed with reference to MODFLOW software for a flat stream. Using the example of the results of the decision of these problems, these methods of calculation for such conditions were approved. Practical recommendations on carrying out calculations and modeling for various variants of an arrangement of water-supply wells are presented.
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