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lues of drawdown and distance 9.5. Va Determine the hydraulic pa that t = 105 min, and Q = 10000 m3/day. in a pumping test in a confined aquifer are listed in Taábleg& rameters of the aquiter using the distance straight-line technique. Assume.
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Valueg ol- draudown and degtance .na tese to a confned aquiter are Cumptna lited Table q. Draudown (m l-5) 1.a9 Distance (m 50 loo 150 0-9 Table a.8 Notw, ameter aquiter usn diskance Straght-line technique Assume that The Value tR Converted into mday to

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