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Fig 5.9 in Text. Field Pumping Test in Soil Deposits. k = q ln (r 1 /r 2 ) / p (h 1 2 - h 2 2 ). Fig 5.10. Field Pumping Test in Confined Aquifers. k = q log (r 1 /r 2 ) / [2.727 H (h 1 – h 2 )]. Capillary Rise. Capillary Rise. Capillary Rise. Flow Nets. Fig 5.12a. Flow Nets.
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Fig 5.9 in Text Field Pumping Testin Soil Deposits k = q ln (r1/r2) / p (h12 - h22)
Fig 5.10 Field Pumping Testin Confined Aquifers k = q log (r1/r2) / [2.727 H (h1 – h2)]
Flow Nets Fig 5.12a
Flow Nets Fig 5.12b q = k H Nf / Nd Units = L2/t L3/t/L m3/day/m
Flow Nets Fig 5.13