Laserfiche WebLink
A slug test was performed on monitoring wells MW-1, MW-2, and MW-3; the variables inputed are <br /> outlined below. <br /> YAR LAB_[E `N-1 M-W-2 <br /> rc a 0.267 ft. 0.267 0.267 <br /> ,.A rw R 0.41 Ft. 0.41 0.41 <br /> D i8 83 ft 19.03 16.27 <br /> H 12.55 f[. 12.69 10.85 <br /> i L15.0 ft. 15.0 15.0 <br /> VW = 36.0 ft. 36.0 36.0 <br /> i <br /> Ya 0.5 ft. 0.9 0.6 <br /> Y(t) 0.2 ft. 0.3 0.06 <br /> t a <br /> 0S zrin. 0.38 0.52 <br /> t1° 1/t In 7o/Yt 1.83 min.-1 2.58 .. 4.42 <br /> A = 2.45 2.45 2.45 <br /> 1_ <br /> B Q 4.00 4.00 4.00 <br /> I - <br /> The sample calculations are based on the fallowing assumptions- <br /> 1. infinite aeral extent of the aquifer, <br /> 2. homogeneous, <br /> T 3. isotropic, <br /> 4. uniform thickness, <br /> 5. drawdown of the water table around the well is negligible, <br /> 6. flow above the water table can be ignored, <br /> 7. head losses as the mater enters the well are negligible. <br /> hr, <br /> � z <br />