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RECALCULATION OF SULG TEST APRIL 30, 1993 <br /> • <br /> BROWER AND RICE SLUG TEST <br /> SITE Darpetro USA Station <br /> 749 E Charter Way, Stockton, CA <br /> Casing radius in feet= 0086125 <br /> Bonng radius feet rw= 03542 <br /> Lw =4 11 32 Le-4 11 32 <br /> Lw-5 1068 Le-5 1068 <br /> Lw-6 81 Le-6 81 <br /> H= 50 <br /> Re =(0 4(1112)^2 +0 6(4 25112)"2)^112 = 028 <br /> Ln(Re/Rw)=((1 1/Ln(Lw1rw))+((A+B`Ln((H-Lw)/rw)/(Le/rw)))^-1 <br /> Well A B 1 1/Ln(Lw/rw) Le/rw LN(H-Lw/fw) LnRe/Rw <br /> BM-4 2 0 4 0 317509376 31 959345 2 89262782 2 402155842 <br /> BM-5 2 0 4 0 322934226 30152456 2 98808026 2 331527111 <br /> BM-6 2 0 4 0 351464917 22 868436 3 30069778 201346852 <br /> K= (02 X1/T XLn(Yo/y)Xln(Re/Rw)/2XLe/Rw <br /> WELL Re Y Yo T K K <br /> Feet Feet Feet Seconds Feet/Sec FT/day <br /> BM-4 028 0 5 112 40 0 00016772 1449059 <br /> BM-5 028 0 4 1 1 45 00001815 1568161 <br /> BM-6 028 1 1 2 9 230 2 9387E-05 253906 <br /> Geometric Mean 9 6354E-05 <br /> Geometric Mean best= 000017447 <br /> HYDRAULIC CONDUCTIVITY IN FT/DAY 8 32498355 150743 <br /> Calculation of Partrcale size for this Conductivity <br /> Formula D=(K/C)^112 <br /> D is the particle size in mm <br /> K is the Hydraulic Conductivity in cm/Sec <br /> C is a coefficient between 40 and 80 <br /> K= (15 0742Ft/Day/2835 Ft/day/cm/sec)^1/2 = 0 00531723 cm/Sec <br /> D40=(0 0053172140)^0 5= 0 011530 mm <br /> D80=(0 0053172/80)^0 5= 0 008153 mm <br /> i <br />