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Figure 11 <br />Sensitivity Analysis <br />Hydraulic Conductivity <br />4sa: r <br />493P I <br />499E <br />49'U <br />9r <br />4i1r ~-aG5erved +mndeleu <br />7N.11 <br />~- 6G`> 1;O~a <br />4V29 130°k CIF- 160°a <br /># 4s2e <br />t 199°< <br />4924 <br />4922 <br />MW1 MW2 IA'J!7 MNl4 MWS MW8 <br />bcaran <br />5.2 Recharge <br />A sensitivity analysis was also run on recharga, Recharge values wren varied betvleen 50`~~ below and 110'.0 above the <br />assiyned values. See Table 11 below reponing the resuNs of the sensitivity analysts. A reduction in the recharge rate by <br />40°;• caused the calibrated water levels to decrease slightly and an increase in hydraulic conductwity by 30`~ raused the <br />calibrated levels to increase slightly. <br />Table 11 <br />Sensitivity Analysts of <br />Recharge <br /> <br />Percent Piney <br />Creek Valle Fdl <br />Eoilan t~Wt _ _ MW2 M1M3 MW4 <br />MWS MW6 <br />50°~ t 1 t 1 0.6 4928.2 4933.5 4933,7 4935.4 4933 8 4938.6 <br />7590 ! 1.6 1,fi Q.9 4926.3 933.5 4933.7 <br />~ <br />~ 4935.4 4933.8 4338.6 <br /> . <br />n•rn .IMC G !~99 A LOZA C <br />Vnk9' <br />H1[WIi/7 prvundw3ler kveis repvned Ivr exh monltvnrg nail butim <br />