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PEPJAEAQILITY TEST,(DATA) <br /> (DATA) <br /> - � �:MCt�tJTk <br /> PROJECT NAME PROJECT NO. DATE <br /> SAMPLE NO. cp DEPTH_ t®��`� TESTED BY• '`RI <br /> !SAMPLE DESCRIPTION <br /> PROCEDURE FOR COMPUTATIOPI : :VALUES PERMEA131LITY EQUATION <br /> _ CELL NO. CK-n LOG t <br /> 1. PRIME - 4. J H' s <br /> 2. SEARCH 3 WHERE F- t <br /> 3. DIA. IINJ. GO G1 0.550 <br /> G2 -- <br /> 4. HEIGHT IINJ GO 0: .A CALCULATED BY THE PROGRAM t <br /> • S. &T ISECJ GO G3 0.413i ' L-HEIGHT <br /> 6. C 1 GO - __ <br /> 81 0.541 4T-ELAPSED TIME <br /> t 7. BOTTOM INITIAL IFTJ GO B2 : 0.650 .)40-B.L-T.1. <br /> IL TOP INITIAL IFTJ GO <br /> 9. BOTTOM FINAL (FTJ GO B3 - 0.570 *,H3 1�BlF.-T.F., <br /> 10. TOP FINAL IFT, GO LEACHATE 0.0522 <br /> Dia. 1.910 Bo = 13 6 Dia. = 1.910 Bo = 13.189 <br /> Height = ' 000 To = .459 Height = 2.000 To = .686 <br /> dt = 2 Bl 13.314 dt = 14640 B1 = 13.166 <br /> C = .550 T_ = .491 C = .550 T1 = .711 <br /> I: = .112851 1493ex-06 cm c I: = .437985341831ey:07 cm/sec <br /> Di = 1.910 _Bo = 13.2. Dia. = 1.910 Bo = 13.314 <br /> He'uht = 1.000 To 551 Height = 2.000 To .481 . <br /> dt = 23 n' ..Bl = .189 dt = 20940 Bl = 13.287 <br /> C = .550 Tl .686 C = .550 Tl = .551 <br /> I: = .1184747^ 39e-c-f)6 c:- sec K = .604021028380ex-07 cm/sec <br /> Dia. = 1.910 Bo = 13.287 <br /> Height = 2.000 TO = .551 <br /> dt = 60420 B1 = 13.189 <br /> C = .550 T1 = .686 <br /> h = .509429459248ex-07 cm/sec <br /> TERRATECH ' 'C 012A. <br />