Two discharge wells (1 and 2) penetrating a confined aquifer are pumped at constant rates of 2,950
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2,950 m3/day and 852 m3/day, respectively. The steady-state drawdown measured at observation well J is 1.02 m (50 m from well l and 90 rn from well 2). The steady-state drawdown measured at observation well 2 is 0.242 m (180 m from well I and 440 m from well 2). Determine the trans missivity of the aquifer.
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Related Book For
Fundamentals Of Hydraulic Engineering Systems
ISBN: 978-0136016380
4th Edition
Authors: Robert J. Houghtalen, A. Osman H. Akan, Ned H. C. Hwang
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