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4 <br /> PERMEABILITY TEST.(DATA)) ,L E c N 1 <br /> PROJECT NAME 6 e toa_ PROJECT NO. DATE Z <br /> SAMPLE NO. 309 DEPTH 1! '� „ TESTED BY- `✓ - <br /> SAMPLE DESCRIPTION <br /> PROCEDURE FOR COMPUTATION C VALUES _ PERMEABILITY EQUATION <br /> _ CELL NO. C• ` K-FL L 1 <br /> t. PRIME -- - AT H' s <br /> 2. SEARCH 3 WHERE F-� t <br /> 3. DIA. IINJ. GO •- <br /> Gt 0.550 <br /> 4. HEIGHT (INJ GO G2 A CALCULATED BY THE PROGRAM <br /> Q.4&{ <br /> S. ®T(SECJ t GO G3 0.484 L-HEIGHT _ <br /> C : GO AT-ELAPSED TIME <br /> 7. BOTTOM INITIAL IFTJ GO Bl ® / H B.t.—T.L <br /> B. TOP INITIAL IFTJ GO . 132 0.550 o- <br /> 9. BOTTOM FINAL IFTJ GO B3 0.570 �Hj-«B_._F.—T.F.. <br /> LEACHATE 0.0522 <br /> 10. TOP FINAL IFTJ GO <br /> Dia. = 1.900 Bo = 13.091 <br /> Height = 1.4503 To = .591 <br /> dt = 74640 X31 = 13.073 <br /> C = .560 Tl = .6R9 <br /> I: = .15533196 970-lex-07 cap/sec <br /> mIe c <br /> Dia. = 1.900 Bo = 13.078 <br /> Height = 1.4:50 To = .701 <br /> dt = 7140 331 = 13.073 <br /> C = .560 T1 = .709 <br /> K _ .18302QO14604es-07 cm/sec <br /> Dia. _ 1.300 Bo = 13.073 <br /> Height = 1.450 To = .709 <br /> dt = 64500 '31 = 13.059 <br /> C = .560 T1 = .787 <br /> K = .143996346629,ex-07 cry/sec <br /> •TERRATECH i--012A. <br />