The paper appraises an analytical study of nonsteady flow to multiquifer wells by means of the flow in a horizontal Hele-Shaw apparatus. Design and calibration features of the analog are described in detail for a well which penetrates two parallel overlying aquifers of infinite extent. The agreement between analytical solutions derived from a mathematical model, neglecting well losses, and experimental results from the physical analog is found to be very good.
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Roger J. M. De Wiest (1966) studied this question.
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