Laserfiche WebLink
r <br /> PERMEABILITY TEST (DATA) <br /> PROJECT NAME-,-Froward,Inc. PROJECT No. 2324 DATE 1/30/7 <br /> SAMPLE NO. 1 bulk DEPTH TESTED BY PCO <br /> ';SAMPLE DESCRIPTION Gray brown, saady. s i l tv CLAY- <br /> PROCEDURE <br /> LAY-PROCEDURE FOR COMPUTATION ' VALUES ., fERMEABILITY EQUATION <br /> CELL NO. C .fkLOG H <br /> 1. PRIME AT H0 <br /> 2. SEARCH 3 WHERE F <br /> 3. DiA. (IN.). GO G1 0.564 <br /> 4. HEIGHT (IN.) GO G2 0.484 A CALCULATED BY THE PROGRAM <br /> 5. AT(SEC.) ' GO <br /> 6. C G3 0.484 L=HEIGHT <br /> ® <br /> B10.541 AT ELAPSED TIME <br /> 7. BOTTOM INITIAL(FT.) GO 0.541 <br /> S. TOP INITIAL (FT.) GO S2 0.550 HO B.I.-T.I. <br /> 9. BOTTOM FINAL (FT.) Gp 83 0.570 H1.B.F.-T.F. <br /> 10. TOP FINAL (FT.) GO LEACHATE 0.0522 <br /> Dia. - 2.500 Bo - 1.760 <br /> Height - 2.300 To - .062 Dia. - 2.500 Bo = 1.723 <br /> dt - 2280 B1 _ 1.731 Height - 2.300 To = .112 <br /> C = .564 Tl - .092 dt - 3840 B1 - 1.692 <br /> C = .564 T1 = .142 <br /> K = .177981905080ex-05 cm/sec <br /> K - .115344706209ex-05 cm/sec <br /> Dia.. - 2.500 Bo = 1.752 <br /> Height = 2.300 To - .077 Dia. - 2.500 Bo - 1.692 <br /> dt - 3180 B1 - 1.723 Height = 2.300 To - .142 <br /> C - .564 Tl - .112 dt - ` 2940 B1 1.670 <br /> C = .564 T1 = .170 <br /> K = .140575569546ex-05 cm/sec <br /> K = .127976838459ex-05 cm/sec <br /> Ave = 1 .4 x 106 cm/sec <br /> TERRATECH L-012A <br />