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Supporting Information

Additional Supporting Information may be found in the online version of this article:

Table S1. Geometric mean and variance values for individual well data.

Table S2. Fitted parameters from variogram modeling.

Table S3.L1 and L2 norms for cases 1 to 5 modeled in HydroGeoSphere. Results are separated for all ports and those from ports that showed high drawdown values (>10 cm).

Figure S1. Composite plot analysis of selected drawdown curves during zone 4 pumping test. In this figure, solution of Hantush (1960) is fit using AQTESOLV 4.5 Pro (Duffield, 2007).

Figure S2. Frequency histograms of Log10K data from: (a) permeameter tests and (b) grain size analysis.

Figure S3. (a) North–South cross section of kriged K field based on data from the permeameter tests (from Figure 7a) along CMT2 to CMT1. Solid lines indicate the pumping well and CMT locations. (b) North–South cross section of kriged K field based on data from the grain size analyses (from Figure 7b) along CMT2 to CMT1. Solid lines indicate the pumping well and 44 CMT locations.

Figure S4. (a) West–East cross section of kriged K field based on data from permeameter tests (from Figure 7a) along CMT3 to CMT4. Solid lines indicate the pumping well and CMT locations. (b) West–East cross section of kriged K field based on data from the grain size analyses (from Figure 7b) along CMT3 to CMT4. Solid lines indicate the pumping well and CMT locations.

Figure S5. Comparison of measured (dots) and simulated (solid) drawdown (m) vs. time (s) at all CMT observation ports for pumping test performed at zone 3. A kriged K permeameter and Ss values from the literature were used for the forward simulation (case 4).

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GWAT_729_sm_tbl.pdf1177KSupporting info item

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