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PERMEABILITY TEST.(DATA) A <br /> B6 2 m EFS NT G- <br /> PROJECT NAME i/ PROJECT NO. DATE <br /> SAMPLE NO. !_DEPTH TESTED BY- /U <br /> SAMPLE DESCRIPTION <br /> PROCEDURE FOR COMPUTA-1n0X ,VALUES _ PERMEABILITY EQUATION <br /> _ CELL NO. CK=F `LOG <br /> 1. PRIME -- AT H' ` <br /> i SEARCH 3 WHERE F- <br /> 2. DIA. (INJ• GO Gt 0.550 <br /> 4. HEIGHT (INJ GO - - <br /> G2 '0.� A CALCULATED BY THE PROGRAM : <br /> S. nT(SECJ a GO G3 OASi L=HEIGHT _ <br /> 6. C ; GO _ <br /> • T. BOTTOM INITIAL(FTJ GO 81 0.541.B2 . 0.550 -HO=AT-BELAPSED Tlt�t£-L—TJI. �. <br /> IL TOP INITIAL (FTJ GO <br /> 9. BOTTOM FINAL (FTJ GO - 0.570 H' `B.F.—T,F.- <br /> 10. TOP FINAL (FTJ GO LEACHATE 0.0522 <br /> Dia. = 1.910 X30 = 13.169 Dia. = 1.910 3o = 12.643 <br /> Height = 1,()30 To-_ .199 Height = 1.03•:► To = .651 <br /> dt = 1320 P1 = 13.090 dt = 7320 131 = 12.331 <br /> C = .550 T1 = .260 C = .557 T1 = .929 <br /> K. = .705353465417es-06 cm/seCO K _ .591703910071ex-06 cn/sec <br /> Dia. = 1.910 ,3o = 13.090 <br /> Height = 1.030 �-To = .260 ®,7 <br /> dt = 270n , Til = 12.956 �� <br /> C = .55n Tl = .3 C e 5f1 G <br /> K _ .62 3165 309 36 3e::-06 cm/se <br /> Dia. = 1.910 Bo = 12.956 <br /> ?leight = 1.030 To = .375 <br /> (It = 7320 B1 = 12.643 <br /> C = .550 T1 = .651 <br /> I: _ .562347949726ex-06 cn/sec <br /> TERRATECH . L-Q12A. <br />