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PERMEABILITY TEST .(DATA) LIU filr <br /> PG7_,z EA 1U� <br /> PROJECT NAME r o�/ i ,� PROJECT NO. DATE242 3 <br /> SAMPLE NO. 3� DEPTH /� TESTED BY <br /> SAMPLE DESCRIPTION <br /> PROCEDURE FOR COMPUTATIONC VALUES PERMEABILITY EQUATION <br /> CELL NO. c K-� LOG It 1 <br /> 1. PRIME - ^T H1 t <br /> 2. SEARCH = WHERE F�� t <br /> 2. DIA. (IN,. 4 GO <br /> GI 0.550 <br /> 4. HEIGHT (IN, GO G2 QA A CALCULATED BY THE PROGRAM , <br /> S. eaT(SEC, GO <br /> S 0-484 .L HEIGHT <br /> & c G® - - - <br /> B1 0.541 AT-ELAPSED TIME <br /> 7. BOTTOM INITIAL IFTJ GO 82 0.5w . N®-B.L-Ti. It. <br /> TOP INITIAL IFTJ GO <br /> 9. BOTTOM FINAL `FTJ GO - 83 0.570 `H, B.F.-T.F. <br /> 10. TOP FINAL (FTJ GO LEACHA 0.0522 <br /> Dia. = i..1390 Bo = 13.010 ')ia. = 1.890 Bo = 12.31p <br /> Height = 1.560 To = .450 Rei^ht = 1.560 To = 1.152 <br /> dt = 56460 R1 = 12.580, dt = 14400 Bi = 12.247 <br /> C = .484 Tl = .791 r = .484 Tl = 1.213 <br /> K _ .129539413545ex-06 cm/sec p = .9650562S3259e7,.07 cn/sec <br /> Dia. = 1.89 Bo = 13.289 <br /> Height = 1.560 To .349 ..7 <br /> dt = 91920 ;il = . 12.709 <br /> C = .484 T1 = .829 �J <br /> K = .10P.654416655ex-06 cm/sec <br /> Dia. 1.890 Bo = 12.709 - <br /> Height = 1.560 To = .829 <br /> dt = 74520 R1 = 12. 318 <br /> C = .484 Tl = 1.152 <br /> K _ .971981236445ex-07 cm/sec <br /> 'TER RATECH ` "L-01?A. <br />