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PERMEABILITY TEST.(DATA) <br /> fti?-m E <br /> PROJECT NAME I PROJECT NO. • DATE <br /> SAMPLE NO. �� DEPTH ® `3 TESTED BY- \72_Al <br /> 'SAMPLE DESCRIPTION <br /> PROCEDURE FOR COMPUTATION VALUES PERMEABILITY EQUATION <br /> _ CELL NO. c� K-fk LOG <br /> t. PRIME - _ nT He i <br /> 2. SEARCH 3 WHERE F• j <br /> 3. DIA. (INJ. GO G1 0.550e <br /> 4. HEIGHT (INJ GO G2 ®.494 A CALCULATED BY THE PROGRAM l <br /> S. eaT(SECJ GO G3 0.484 L-HEIGHT <br /> 6. c GOel 0.541 qT-ELAPSED TI <br /> I <br /> 7. BOTTOM INITIAL(FTJ GO . 82 0.550 -Ho-B.L—T.L •R. TOP INITIAL (FTJ GO 83 <br /> S. BOTTOM FINAL (FTJ GO 0.570 N�-B.F. -T.E.' <br /> 10. TOP FINAL (FTJ GO LEACHATE 0.0522 <br /> >= l <br /> Bo = i2 1 Dia. = 1.910 Bo = 12.830 <br /> I1ETo = .391 Ileight = 1.000 To = .849 <br /> '' = 11.853 dt = 9960 Bl = 12.712 <br /> Tl = 1.684 C = .560 T1 = .981 <br /> 140e,X ?PZ <br /> I: _ .179677033011e1-06 cm/sec <br /> Dia. = 1.910 Bo = 13.056 <br /> Height = 1.000 " To = .592 <br /> dt = 3060 B1 = 13.039 <br /> C = .560 T1 = .620 <br /> K = .10031193439lex-06 cm/sec <br /> Dia. = 1.910 Bo = 13.936 <br /> Ileiuht 1.000 TO = .631 <br /> dt = 7320 31 = 12.330 <br /> C = .560 T1 = .349 <br /> K = .403201350870e:;-06 cra/sec <br /> TER RATECH _U 012A• <br />