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TABLE 5 <br /> CALCULATED AQUIFER PARAMETERS <br /> i, Smiths Canal Pump Plant, Stockton, California <br /> Transmissivity Aquifer Hydraulic Hydraulic Storage <br /> using AQTESOLV <br /> r. 3 Well Cooper-Jacob Thickness Conductivity Conductivity Coefficient <br /> Solution <br /> (sq ft/min feet feet(min) (meters/second Cooper-Jacob <br /> MW-1 2.5 24 0.10 0.001 0.00036 <br /> ' MW-2 5.7650 24 0.24 0.001 0.0025 <br /> MW-3 5.5090 24 0.23 0.001 0.003 <br /> _ <br /> MW-4 - 24 - -- -- <br /> MW-5 13.4 24 0.56 0.003 0.00000002 <br /> Statistical Analysis <br /> Max 13.42 24 0.56 0.003 0.0031 <br /> Min 2.46 24 0.10 0.001 0.0000 <br /> Std. Dev. 4.67 0 0.19 0.001 0.0015 <br /> Average 6.79 24 0.28 0.001 0.0015 <br /> Notes: <br /> Calculated using the Cooper-Jacob solution for unconfined aquifers automatic curve matching function <br /> of AQTESOLV. Type curves for each well are shown in Appendix E. <br /> not calculated <br /> .r <br /> I.: <br /> i = <br /> J <br /> c <br /> f <br /> wAl 3099VablesltablelAs <br />