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�6t?,CH F <br /> FPERIA'EABILITY TEST.(®ATA) JMCRA/i 6f7ofQPR JECT NO.CT NAMEOSE NO. DEPTH ®T ,0 TESTED BY \ I <br /> SAMPLE DESCRIPTION <br /> PROCEDURE FOR COMPUTATION �C UES PERMEABILITY EQUATION <br /> VAL <br /> CELL NO. c K T LOG H <br /> 1. PRIME 1 � <br /> 2 SEARCH 3 WHERE F�� <br /> 3. DIA. (INJ. GO G1 0.550 <br /> e. HEIGHT VNJ GO G2 0.494 • A CALCULATED BY THE PROGRAM <br /> S. taT(SECJ GO G3 0.4B4 L-HEIGHT <br /> 6. C GO B1 0.541 AT-ELAPSED TIME <br /> 7. BOTTOM INITIAL(FT.) GO 82 0.550 HO-B_1.—T.L <br /> 8 TOP INITIAL (FTJ GO 63 0.570 H'-B.F.—TJ=. <br /> S. BOTTOM FINAL (FTJ GO LEACHATE 0.0522 <br /> 10. TOP FINAL (FTJ GO <br /> y <br /> D Din. = 1.890 Bo 12.972 <br /> j.�n r-�-� <br /> Height <br /> = 1.non To = .352 <br /> Heim' - .-�• .;r <br /> dt = 1020n Bl = 12.957 <br /> C = .560 T1 = .381 <br /> e .2967757936n4ex-07 cm/sec <br /> Dia. = 1.890 Bo = 13.099 Dia. = 1.890 Bo = 12.957. <br /> Height = 1.000 To = .188 Height = 1.0r)0 To = .381 <br /> dt = 57960 B1 = 12.972 dt = 72360 B1 = 12.837 > <br /> C = .560 Tl = .352 C = .560 Tl = .569 <br /> K = .340896642259ex-07 cm/sec is _ .297002440505e .- cm/sec <br /> Dia. = 1.890 Bo = 13.140 <br /> :ieight = 1.000 To = <br /> 127 = J � < 0 <br /> dt = 15360 B1 = 13.099 <br /> C = .560 T1 = .138 <br /> K = .44403408958"ex-07 cm/sec <br /> �TERRATECH <br /> 5L-01 <br />