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Prediction, time variance, and classification of hydraulic response to recharge in two karst aquifers

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Figure

Table 1. Model parameters [–, not applicable].
Table 3. Sites simulated.
Fig. 3.Figure 3.  Modeling results for (a) Barton Springs and (b) the Tilford well showing observed and simulated values.
Table 4. Summary of modeling results (E, coefficient of efficiency; IRF, impulse-response function; w1, wet-period primary; w2, wet-periodsecondary; d1, dry-period primary; d2, dry-period secondary; Exp, exponential curve; Logn, lognormal curve; –, not applicable).
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