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' 44 0 2 78E-03 4 25E-45 MTBE <br /> 45 0 2 55E-03 1 06E-40 <br /> 46 0 2 33E-03 9 99E-37 <br /> 47 0 2 14E-03 3 79E-33 <br /> 48 0 1 96E-03 6 14E-30 <br /> 49 0 1 80E-03 4 49E-27 <br /> 50 0 1 65E-03 1 55E-24 <br /> ' <br /> 11 0 1 51E-03 2 68E-22 <br /> 52 0 1 38E-03 2 39E-20 <br /> 53 0 1 27E-03 1 16E-18 <br /> 54 0 1 16E-03 3 14E-17 <br /> 55 0 1 07E-03 4 98E-16 <br /> ' 56 0 9 77E-04 4 77E-15 <br /> 57 0 8 95E-04 2 86E-14 <br /> 58 0 8 20E-04 1 12E-13 <br /> 59 0 7 52E-04 2 97E-13 <br /> 60 0 6 89E-04 5 61E-13 <br /> 61 0 6 32E-04 8 OOF-13 <br /> 62 0 5 79E-04 9 26E-13 <br /> 63 0 5 31E-04 9 3BE-13 <br /> 64 0 4 86E-04 8 89E-13 <br /> 65 0 4 46E-04 8 22E-13 <br /> 66 0 4 09E-04 7 54E-13 <br /> ' 67 0 3 75E-04 6 91E-13 <br /> 68 0 3 43E-04 6 34E-13 <br /> 69 0 3 15E-04 5 81E-13 <br /> 70 0 2 88E-04 5 32E-13 <br /> 11 0 2 64E-04 4 88E-13 <br /> 72 0 2 42E-04 4 47E-13 <br /> 73 0 2 22E-04 4 10E-13 <br /> 74 0 2 04E-04 3 76E-13 <br /> 75 0 1 87E-04 3 44E-13 <br /> 76 0 1 71E-04 3 16E-13 <br /> ' 77 0 1 57E-04 2 89E-13 <br /> 78 0 1 44E-04 2 65E-13 <br /> 79 0 1 32E-04 2 43E-13 <br /> 80 0 1 21E-04 2 23E-13 <br /> 81 0 1 11E-04 2 04E-13 <br /> ' 82 0 1 OIE-04 1 87E-13 <br /> 83 0 9 29E-05 1 72E-13 <br /> 84 0 8 52E-05 1 57E-13 <br /> 85 0 7 81E-05 1 44E-13 <br /> 86 0 7 15E-05 1 32E-13 <br /> ' 87 0 6 56E-05 1 21E-13 <br /> 88 0 6 01E-05 1 11E-13 <br /> 89 0 5 SIE-05 1 02E-13 <br /> 90 0 5 05E-05 9 32E-14 <br /> 91 0 4 63E-05 8 54E-14 <br /> 92 0 4 24E-05 7 83E-14 <br /> 93 0 3 89E-05 7 18E-14 <br /> 94 0 3 56E-05 6 58E-14 <br /> 95 0 3 27E-05 6 03E-14 <br /> 96 0 2 99E-05 5 53E-14 <br /> 97 0 2 74E-05 5 07E-14 <br /> ' 98 0 2 52E-05 4 64E-14 <br /> 99 0 2 31E-05 4 26E-14 <br /> 100 0 2 11E-05 3 90E-14 <br /> ' End Of VADOSE ZONE MODEL OUTPUT <br /> Start of GROUNDWATER MODEL OUTPUT <br /> ' -------------------------------------------------- <br /> GROUNDWATER MODEL CALCULATIONS <br /> calculated height of GW source (linked) (m) 5 50E-03 <br /> ' contaminant velocity in saturated zone <br /> Aquifer gradient 5 OOE-03 <br /> Hydraulic conductivity (m/d) 0 86 <br /> ' Koc {m3/kg) - 1 2CE-02 <br /> FOC (g/g) 5 OOE-03 <br /> Retardation coefficient 1 5 <br /> seepage velocity %d) 2 15E-02 <br /> Retarded seepage ve ocity (m/d) 1 42E-02 <br /> ' Dispersion Calculations in saturated zone <br /> Distance used to well) (sourcetions Length)/2 14 <br /> calculated longitudinal dzspersivzty (m) 1 3 <br /> Page 9 <br />