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PERMEABILITY TEST,(DATA) <br /> PROJECT NAME F-0 PROJECT NO. DATE_ <br /> SAMPLE NO. DEPTH ® ^ 7 TESTED BY-, <br /> SAMPLE DESCRIPTION <br /> DESCRIPTION <br /> PROCEDURE FOR COMPUTATION C VALUES PERMEABILITY EQUATION <br /> _-- — - _ CELL NO. CK-l LOG # <br /> 1. PRIME AT !of <br /> 2- SEARCH 3 WHERE F- <br /> 3. DIA. IINJ— ! GO G1 0.550 <br /> 4. HEIGHT (IN, GO - A CALCULATED BY THE PROGRAM ; <br /> • S. saT ISEC.� GO G2 0.484 <br /> 6. C ; GO G3 0.484 _L-HEIGHT _ _ - <br /> B1 0.541 4T-ELAPSED TIME <br /> 7. BOTTOM INITIALIFT, GO B2 0.650 _ }{0-B.l.—T.L �• <br /> IL TOP INITIAL IFT, GO <br /> 9. BOTTOM FINAL (FT} GO B3 0.570 ,Hy—B.F.—T.F._ <br /> 10. TOP FINAL (FT, GO LEACHATE 0.0522 <br /> T)ia. = 1.90 ' 'go = 13.252 <br /> Neight = 1.23? To = .384 <br /> dt = 5657.0 B1 = 13.158 -------- <br /> _C = .550 Tl = 0467 <br /> K _ .253885271595ex-07 cm/se 1yq <br /> ® ec yvdC <br /> nia. = 1.900 330 = 13.15 <br /> Height = 1.230 To = .469 <br /> dt = 91980 B1 = 13.019 <br /> C = .550 Tl = .581 <br /> h = .221487567212ex-07 cm/sec <br /> Dia. = 1.900 Bo = 13.019 <br /> Height = 1.230 To = .581 <br /> dt = 74520 B1 = 12.914 <br /> C = .550 T1 = .671 <br /> K = .219690541545ex-07 cm/sec <br /> �TERRATECH L 012A. <br />