Laserfiche WebLink
TABLE 3 <br /> CALCULATED AQUIFER PARAMETERS <br /> ti <br /> Ripon Unified School District, Ripon, California <br />' Transmisslvity Aquifer Hydraulic Hydraulic Storage <br /> Well using AQTESOLV Thickness Conductivity Conductivity Coefficient <br /> Cooper-Jacob Solution <br /> (sq ft/min) (feet) feetimin) 1 (metersisecond) I Cooper-Jacob <br />' MW1 1192 14 8 51 0 043 00965 <br /> MW2 <br /> MW3 576 14 4 12 0 021 00793 <br />' MW4 4177 14 2984 0 152 00137 <br /> Statistical Analysis <br /> Max 41770 14 29 84 0 152 00965 <br /> Min 5764 14 4 12 0 021 00137 <br /> Std Dev 19259 0 1376 0 070 00437 <br /> Average 19818 14 14 16 0 072 00632 <br /> Dotes <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 /> 1 <br /> w 1130991tablesltablO As <br />