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aquifers, it can be used for confined aquifers if the top of the screen is some distance below the upper confining layer. The method is based on the following equation:

where:

Re = effective radial distance over which the head difference is dissipated rw = radial distance between the well center and the undisturbed aquifer (including gravel pack)

FIG. 9.8.11 Slug test type curves. (Reprinted from I.S. Papadopoulos, J.D. Bredehoeft, and H.H. Cooper, Jr., 1973, On the analysis of slug test data, Water Resources Res. 9, no. 4: 1087-1089.)

FIG. 9.8.11 Slug test type curves. (Reprinted from I.S. Papadopoulos, J.D. Bredehoeft, and H.H. Cooper, Jr., 1973, On the analysis of slug test data, Water Resources Res. 9, no. 4: 1087-1089.)

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