1993-02-18_REVISION - M1988112

• Permit No: M1988112
• IBM Index Class Name: Revision
• Doc Date: 2/18/1993
• Doc Name: PLUME2D ANALYTICAL MODELS FOR SOLUTE TRANSPORT INTERNATIONAL GROUND WATER MODELING CENTER
• Type & Sequence: TR8
• Media Type: D
• Archive: No

34 660.00 [ft] 1.4146 1.0794 0.8139 0.6065 0.4467
35 680.00 [ft] 0.9 74 0.7173 0.5423 0.4051 0.2991
36 700.00 [ft] 0. 0 0.4558 0.3455 • 0.2588 0.1915
37 720.00 [ft] 0.3 02 0.2772 0.2106 0.1581 0.1173
38 740.00 [ft] 0.2091 0.1613 0.1229 0.0925 0.0687
39 760.00 [ft] 0.1163 0.0900 0.0687 0.0518 0.0386
40 780.00 [ft] 0.0620 0.0481 0.0368 0.0278 0.0208
41 800.00 [ft] 0.0317 0.0246 0.0189 0.0143 0.0107
42 820.00 [ft] 0.0155 0.0121 0.0093 0.0071 0.0053
43 840.00 [ft] 0.0073 0.0057 0.0044 0.0033 0.0025
44 860.00 [ft] 0.0033 0.0026 0.0020 0.0015 0.0011
45 880.00 [ft] 0.0014 0.0011 0,0009 0.0007 0.0005
46 900.00 (ft] 0.0006 0.0005 0.0004 0.0003 0.0002
47 920.00 [f t] 0.0002 0.0002 0.0001 0.0001 0.0001
48 940.00 [ft] 0.0001 0.0001 0.0001 0.0000 0.0000
49 960.00 [ft] 0.0000 0.0000 0.0000 0.0000 0.0000
50 980.00 [ft] 0.0000 0.0000 0.0000 0.0000 0.0000
ROW\COLUMN 31 32 33 34 35
[ft] 600.00 620.00 640.00 660.00 680.00
1 0.00 (ft] 0.0000 0.0000 0.0000 0,0000 0.0000
2 20.00 [ft] 0.0000 0.0000 0.0000 0.0000 0.0000
3 40.00 [ft] 0.0000 0.0000 0.0000 0.0000 0.0000
4 60.00 [ft] 0.0000 0.0000 0.0000 0.0000 0.0000
5 80.00 [ft] 0.0001 0.0000 0.0000 0.0000 0.0000
s 100.00 [ftl 0.0002 0.0001 0.0001 0.0001 0.0000
7 120.00 [ft] 0.0004 0.0003 0.0002 0.0001 0.0001
8 140.00 [ft] 0.0008 0.0006 0.0009 0.0003 0.0002
9 160.00 [ft] 0.0019 0.0014 0.0010 0.0007 0.0005
10 180.00 [ft] 0.0039 0.0029 0.0021 0.0015 0.0010
11 200.00 [ft] 0.0079 0.0058 0.0042 0.0030 0.0021
12 220.00 [ft] 0.0153 0.0111 0.0080 0.0057 0.0040
13 240.00 [ft] 0.0284 0.0206 0.0148 0.0105 0.0073
14 260.00 [ft] 0.0505 0.0366 0.0262 0,0185 0.0130
15 280.00 [ft] 0.0859 0.0622 0.0444 0.0314 0.0219
16 300.00 [ft] 0.1399 0.1011 0.0721 0.0508 0.0354
17 320.00 [ft] 0.2181 0.1572 0.1120 0.0788 0.0548
18 340.00 [ft] 0.3251 0.2338 0.1662 0.1168 0.0810
19 360.00 (ft] 0.4631 0.3325 0.2359 0.1654 0.1146
20 380.00 [ft] 0.6302 0.4516 0.3199 0.2240 0.1550
21 400.00 [ft] 0.8188 0.5858 0.4143 0.2897 0.2002
22 420.00 [ft] 1.0152 0.7252 0.5122 0.3577 0.2469
23 440.00 [ft] 1.2006 0.8566 0.6044 0,4216 0.2908
24 460.00 [ft] 1.3538 0.9651 0.6804 0.4743 0.3269
25 480.00 (ft] 1.4552 1.0368 0.7306 0.5091 0.3507
26 500.00 [ft] 1.4907 1.0619 0.7481 0,5212 0.3591
27 520.00 [ft] 1.4552 1.0368 0.7306 0.5091 0.3507
28 540.00 [ft] 1.3538 0.9651 0.6804 0.4743 0.3269
29 560.00 [ft] 1.2006 0.8566 0.6044 0.4216 0.2908
30 580.00 [ft] 1.0152 0.7252 0.5122 0.3577 0.2469
31 600.00 [ft] 0.8188 0.5858 0.4143 0.2897 0.2002
32 620.00 [ft] 0.6302 0.4516 0.3199 0.2240 0.1550
33 640.00 [ft] 0.4631 0.3325 0.2359 0.1654 0.1146
34 660.00 [ft] 0.3251 0.2338 0.1662 0.1168 0.0810
35 680.00 [ft] 0.2181 0.1572 0.1120 0.0788 0.0548
36 700.00 (ft] 0.1399 0.1011 0.0721 0,0508 0.0354
37 720.00 [ft] 0.0859 0.0622 0.0444 0,0319 0.0219
38 740.00 [ft] 0.0505 0.0366 0.0262 0.0185 0.0130
39 760.00 [ft] 0.0284 0.0206 0.0148 0.0105 0.0073
40 780.00 [ft] 0.0153 0.0111 0.0080 0.0057 0.0040
41 800.00 [ft] 0.0079 0.0058 0.0042 0.003q 0.0021
n~ non nn rPr7 n nn3Q n.nn29 n_ M21 O_A01. 0.0010