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10. <br /> c <br /> m <br /> U - <br /> f� <br /> Q <br /> N <br /> 0.1 <br /> 0. 100. 200. 300. 400. 500. <br /> Time (min) <br /> MW-6A BAIL-DOWN TEST(BOUWER&RICE METHOD) <br /> Data Set: G:\PROJECTS\UPRR Tracy Mntce Yard\Baildown Tests\MW-6A(BR).agt <br /> Date: 08/10/10 Time: 11:16:39 <br /> PROJECT INFORMATION <br /> Company: ARCADIS <br /> Client: Union Pacific <br /> Project: RC000709.0601 <br /> Location: Tracy, California <br /> Test Well: MW-6A <br /> Test Date: 11-5-09 <br /> AQUIFER DATA <br /> Saturated Thickness: 2.16 ft Anisotropy Ratio(Kz/Kr): 1. <br /> WELL DATA(MW-6A) <br /> Initial Displacement: 2.08 ft Static Water Column Height: 2.16 ft <br /> Total Well Penetration Depth: 2.16 ft Screen Length: 2.16 ft <br /> Casing Radius: 0.167 ft Well Radius: 0.5 ft <br /> Gravel Pack Porosity: 0.3 <br /> SOLUTION <br /> Aquifer Model: Unconfined Solution Method: Bouwer-Rice <br /> K =6.762E-7 cm/sec y0= 1.989 ft <br />