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

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ROW\COLUMN 41 42 43 44 45
[ft] 800.00 820.00 840.00 860.00 880.00
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] 0.0000 0.0000 0.0000 0.0000 0.0000
6 100.00 [ft] 0.0000 0.0000 0.0000 0.0000 0.0000
7 120.00 (ft] 0.0000 0.0000 0.0000 0.0000 0.0000
8 140.00 [ft] 0.0000 0.0000 0.0000 0.0000 0.0000
9 160.00 [ft] 0.0000 0.0000 0.0000 0.0000 0.0000
10 180.00 [ft] 0.0001 0.0001 0.0000 0.0000 0.0000
11 200.00 [ft] 0.0002 0.0001 0.0001 0.0000 0.0000
12 220.00 [ft] 0.0004 0.0002 0.0001 0.0001 0.0001
13 240.00 [ft] 0.0007 0.0004 0.0003 0.0002 0.0001
14 260.00 [ft] 0.0012 0.0007 0.0005 0.0003 0.0002
15 280.00 [ft] 0.0020 0.0013 0.0008 0.0005 0.0003
16 300.00 [ft] 0.0031 0.0020 0.0013 0.0008 0.0005
17 320.00 [ft] 0.0048 0.0031 0.0020 0.0012 0.0007
18 340.00 [ft] 0.0071 0.0045 0.0029 0.0018 0.0011
19 360.00 [ft] 0.0099 0.0063 0.0040 0.0025 0.0015
20 380.00 [ft] 0.0133 0.0085 0.0054 0.0033 0.0021
21 400.00 [ft] 0.0171 0.0109 0.0069 0.0043 0.0026
22 420.00 [ft] 0.0210 0.0134 0.0084 0.0052 0.0032
23 440.00 [ft] 0.0246 0.0157 0.0099 0.0061 0.0038
24 460.00 [ft] 0.0276 0.0175 0.0110 0.0069 0.0042
25 480.00 [ft] 0.0295 0.0188 0.0118 0.0073 0.0045
26 500.00 [ft] 0.0302 0.0192 0.0121 0.0075 0.0046
27 520.00 [ft] 0.0295 0.0188 0.0118 0.0073 0.0045
28 540.00 [ft] 0.0276 0.0175 0.0110 0.0069 0.0042
29 560.00 [ft] 0.0246 0.0157 0.0099 0.0061 0.0038
30 580.00 [ft] 0.0210 0.0134 0.0084 0.0052 0.0032
31 600.00 [ft] 0.0171 0.0109 0.0069 0.0043 0.0026
32 620.00 [ft] 0.0133 0.0085 0.0054 0.0033 0.0021
33 640.00 [ft] 0.0099 0.0063 0.0040 0.0025 0.0015
34 660.00 [ft] 0.0071 0.0045 0.0029 0.0018 0.0011
35 680.00 [ft] 0.0048 0.0031 0.0020 0.0012 0.0007
36 700.00 [ft] 0.0031 0.0020 0.0013 0.0008 0.0005
37 720.00 [ft] 0.0020 0.0013 0.0008 0.0005 0.0003
38 740.00 [ft] 0.0012 0.0007 0.0005 0.0003 0.0002
39 760.00 [ft] 0.0007 0.0004 0.0003 0.0002 0.0001
40 780.00 [ft] 0.0004 0.0002 0.0001 0.0001 0.0001
41 800.00 [ft] 0.0002 0.0001 0.0001 0.0000 0.0000
42 820.00 [ft] 0.0001 0.0001 0.0000 0.0000 0.0000
43 840.00 [ft] 0.0000 0.0000 0.0000 0.0000 0.0000
44 860.00 [ft] 0.0000 0.0000 0.0000 0.0000 0.0000
45 880.00 [ft] 0.0000 0.0000 0.0000 0.0000 0.0000
46 900.00 [ft] 0.0000 0.0000 0.0000 0.0000 0.0000
47 920.00 (ft] 0.0000 0.0000 0.0000 0.0000 0.0000
48 940.00 (ft] 0.0000 0.0000 0.0000 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 46 47 48 49 50
[ft] 900.00 920.00 940.00 960.00 980.00
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
~ an nn rf+i n nnnn n nnnn n nnnn n nnnn n nnnn