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AQTESOLV for Windows <br /> Time min Dis iacement ft Time min <br /> ' - _- ( ) Displacement (ft) Time (min) Displacement (ft) <br /> 1577. 0.038 �. 2371. 0.012 285$. 0.105 , <br /> 1578. 0.028 2372. 0.012 2859. - 0.098 ' <br /> . 1579. 0.038 2373. 0.012 2860. 0.098 r <br /> __ 1580.. 0.028 2374. 0,012 2861. 0.098 <br /> 1581. 0.031 2375. 0.015 2862, 0.102 <br /> 1582. 0.031 a 2376. 0.012 2863. 0.098 <br /> 1583. 0.028 2377. 0.015 2864. 0.102 <br /> 1584. 0.031 , 2378. 0.019' 2865. 0.098 F <br /> 1585. ;'. 0.031 11 2379. 0.019 2866. 0.098 <br /> 1586. `` 0.031 2380: 0.006 2867. 0.098 <br /> 1587. 0.038 2381. 0.015 2868. 0.098 <br /> 1588:. 0.012 E 2382, 0.012 2869, 0.095 <br /> 1589. 0.025 2383. 0.015 2870. 0.095 <br />` 1590. 0.028 2384. 0.012 . 2871. 0.098 <br /> 1591. 0.028 I' 2385. 0.015 2872. 0.102 <br /> 1592. 0.028 °; 2386. 0.015 2873. 0.095 <br /> 1593. 0.028 2387. 0.012 2874. 0.095 <br /> 1594,, 0.025 2388. 0.012 2875. 0.095 x <br /> 1595. 0.025 2389. 0.012 2876. 0.095 <br /> 1596. 0.028 2390. 0.012 2877. 0.095 <br /> 1597. 0.025 „ 2391. 0.012 2878. 0.098 <br /> 1598. 0.022 2392. 0.015 2879. 0.098 <br /> 1599. 0.028 2393. 0.015 2880. 0.092 i <br /> i. 1600. 0:028 2394. 0.015 2881. 0.092 k <br /> f 1601.. 0.028 i 2395. 0.012 2882. 0.092 <br /> 1602. 0.028 2396. 0.015 2883. 0.092 <br /> 1603. " 0.025 2397. 0.015 2884. 0.092 <br /> l 1604. 0.028 2398: 0.015 2885. 0.089 <br /> 1605.. . 0.025 2399. 0.012 2886. 0.092 <br /> 1606. ' 0.019 2400. 0.015 <br /> SOLUTION <br /> f ' <br /> �i <br /> Aquifer Model: Unconfined i= i <br /> Solution_ Method- Theis <br /> VISUAL ESTIMATION RESULTS <br /> Estimated-Pararneters E: � <br /> Parameter- Estimate itf <br /> T 6.563 ft2/min- <br /> S, 0.00174 <br /> i <br /> 1 <br /> k t + <br /> 07/30/02 '0 25 09:47:47 <br />