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A Reinterpretation of Historic Aquifer Tests of Two Hydraulically Fractured Wells by Application of Inverse Analysis, Derivative Analysis, and Diagnostic Plots

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Figure

Figure 1. Schematic cross section of the test site depicting the relation of Well A to Well B and pre- and post-hydraulic fracturing fractures
Table 2. Aquifer test analyses for Well A prior to hydraulic fracturing.
Figure 2. Test A2, semi-log plot of drawdown (Water Level Data) and loga-rithmic derivative (DERIV Data) for a 38 L∙min−1, 420 minutes test with the following flow regimes: Moench 3-wellbore storage (0 - 60 min), Han-tush-leaky aquifer (segment) 1 (60 − 13
Figure 4. Test A5, semi-log plot of drawdown (Water Level Data) and loga-rithmic derivative (DERIV Data) for a 15 L∙min−1, 860 minutes test with the following flow regimes: Hantush-leaky aquifer (50 - 500 min), Moench 3-leaky aquifer (500 - 800 min)
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