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AQTESOLV for Windows <br /> Time(min), Displacement(ft) Time(min)- Displacemerit(ft) <br /> 1.25 0.005 4.45 0.002 t" <br /> 1.3 0.005 -4.5 0.003 <br /> ¢ - 1.35 0.004 4.55 0.004 <br /> 1.4 0.005 4.6• 0.005 i <br /> 1.45 0.004 4.65 0.002 <br /> ' 1.5 0.005 4.7 0.003 <br /> 1.55 0.005 4.75 0.004 <br /> 1.6 0.004 -4.8 0.003 <br /> 1.65 0.005 4.85 0.002 <br /> 1.7 0.005 4.9 0.004 <br /> 1.75 0.002 4.95 0.003 <br /> = 1.8 0.004 5.• 0.002 i <br /> 1.85 0.007- 5.05 0.005 <br /> 1.9 0.003 5.1 0.002 <br /> c 1.95 0.004 5.2 0.005' <br /> 2. 0.003 ' . 5.25 0.004 <br /> 2.05 0.004 5.4 0.005 <br /> 2.1 0.005 5.45 0.002 <br /> 2.15 0.002 5.55 0.002 <br /> 2.2 0.005 5.65 0.005- <br /> 2.25 0.004 5.75 0.002 <br /> t 2.3 .0.003 5.85 0.003 <br /> 2.35 0.004 6.1 0.002 <br /> 2.4 0.005 6.35 0.002 <br /> 2.45 0.002 6.45 0.003. <br /> 2.5 0.005 6.6 0.003 <br /> 2.55 .` 0.004 7.2 0.002 <br /> 2.6 0.007 . 7.4 0.002 1 <br /> 2.65 0.003 7.45 0A02 <br /> 2.7 0.002 7.65 0.002 - <br /> 2.75 0.005 8.1 0.002 1. i <br /> 2.8 0.004 8.45 0.003'. <br /> 2.85 0.002 8.65 0.003 F <br /> 2.9 0.005 8.8 .0.003 <br /> .2.95 0.005 8.95 0.003 <br /> 3. 0.004 9.1 . 0.003 i <br /> 3.05 0.005 9.5 0.003 <br /> 3.1 0.002 9.8 0.002 <br /> 3.15 0.003 i <br /> SOLUTION i <br /> Aquifer Model: Unconfined <br /> Solution Method: Bouwer-Rice �• I <br /> i <br /> VISUAL ESTIMATION RESULTS 1 <br /> J <br /> Estimated Parameters <br /> Parameter Estimate, <br /> K 0.1601 ft/day ` <br /> Y() 0.00488 ft <br /> a - <br /> i 04/04/02 2 09 : 051:42 <br />