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2. <br /> ❑ <br /> 1.6 ME=YWM <br /> ❑ <br /> ❑ <br /> 1.2 <br /> c <br /> m <br /> E <br /> m <br /> U <br /> f� <br /> Q <br /> 0 0.8 <br /> 0.4 <br /> 0. <br /> 0.01 0.1 1. 10. 100. 1000. 1.0E+4 1.0E+5 <br /> Time (min) <br /> TW-01 BAIL-DOWN TEST(BOUWER& RICE METHOD) <br /> Data Set: G:\PROJECTS\UPRR Tracy Mntce Yard\Baildown Tests\TW-01 (CP).agt <br /> Date: 08/10/10 Time: 11:17:47 <br /> PROJECT INFORMATION <br /> Company: ARCADIS <br /> Client: Union Pacific <br /> Project: RC000709.0601 <br /> Location: Tracy, California <br /> Test Well: TW-01 <br /> Test Date: 11-5-09 <br /> AQUIFER DATA <br /> Saturated Thickness: 1.94 ft Anisotropy Ratio (Kz/Kr): 1. <br /> WELL DATA(TW-01) <br /> Initial Displacement: 1.59 ft Static Water Column Height: 1.94 ft <br /> Total Well Penetration Depth: 1.94 ft Screen Length: 1.94 ft <br /> Casing Radius: 0.167 ft Well Radius: 0.5 ft <br /> Gravel Pack Porosity: 0.3 <br /> SOLUTION <br /> Aquifer Model: Confined Solution Method: Cooper-Bredehoeft-Papadopulos <br /> T = 8.159E-5 cm2/sec S = 1.0E-10 <br />