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A B C I D I E F G H I I J I K L M N O <br /> 29 SITE/PROJECT INFORMATION CASE STUDY ASSUMPTIONS <br /> 30 ARCADI1 S Date: 7/20/2010 Case Name: LIF-25 near MW-06A <br /> 31 Infrastructure,environment,buildings Site Name: UP Tracy Maintenance Yard LNAPL Type: Diesel fuel <br /> 32 Site Location (City, ST): Tracy, California Geology Type: Fine sand <br /> 33 <br /> 34 PROFILE CALCULATIONS <br /> LNAPL Step Calc for Step Calc for Step Calc for <br /> velocity To (bo) Do (bo) Ro <br /> 35 Scale z Se[w] (z) SW (z) Sew (z) So (z) Sor kro (SW, So) (cm/s) delta z (cm) (cm2/s) (cm3/cmZ) (cm3/cm2) <br /> 36 Equation: 2.24 2.27 2.30 2.33 3.14 3.31 2.40 2.41 <br /> 37 0 0.791 0.984125463 0.954602562 0.984125463 0.039 0.039 0.00E+00 0.00E+00 0.00E+00 0.000 0.00E+00 <br /> 381 1 0.691 0.985402063 0.955117032 0.989672917 0.040721154 0.039 1.28E-04 3.20E-08 3.05 4.38E-07 0.047 2.00E-03 <br /> 39 2 0.591 0.986625976 0.955610268 0.994029426 0.041983591 0.039 5.15E-04 1.25E-07 3.05 1.76E-06 0.049 3.46E-03 <br /> 40 3 0.491 0.98779685 0.95608213 0.997181564 0.04278204 0.039 1.15E-03 2.72E-07 3.05 3.91 E-06 0.050 4.39E-03 <br /> 41 4 0.391 0.98891437 0.956532491 0.999140897 0.04312129 0.039 1.98E-03 4.66E-07 3.05 6.76E-06 0.050 4.79E-03 <br /> 42 5 0.291 0.989978259 0.956961238 0.999958218 0.043021923 0.039 2.91 E-03 6.87E-07 3.05 9.94E-06 0.050 4.67E-03 <br /> 43 6 0.191 0.990988277 0.957368276 1 0.042631724 0.039 2.91 E-03 6.95E-07 3.05 9.96E-06 0.050 4.22E-03 <br /> 44 7 0.090 0.991944224 0.957753522 1 0.042246478 0.039 2.58E-03 6.21 E-07 3.05 8.82E-06 0.049 3.77E-03 <br /> 45 8 -0.010 0.992845941 0.958116914 1 0.041883086 0.039 2.27E-03 5.51 E-07 3.05 7.76E-06 0.049 3.35E-03 <br /> 46 9 -0.110 0.993693314 0.958458406 1 0.041541594 0.039 1.98E-03 4.85E-07 3.05 6.77E-06 0.048 2.95E-03 <br /> 47 10 -0.210 0.994486273 0.958777968 1 0.041222032 0.039 1.72E-03 4.23E-07 3.05 5.86E-06 0.048 2.58E-03 <br /> 48 11 -0.310 0.995224798 0.959075594 1 0.040924406 0.039 1.47E-03 3.65E-07 3.05 5.03E-06 0.048 2.23E-03 <br /> 49 12 -0.410 0.995908917 0.959351293 1 0.040648707 0.039 1.25E-03 3.12E-07 3.05 4.26E-06 0.047 1.91 E-03 <br /> 50 13 -0.510 0.996538714 0.959605102 1 0.040394898 0.039 1.04E-03 2.63E-07 3.05 3.57E-06 0.047 1.62E-03 <br /> 51 14 -0.610 0.997114331 0.959837076 1 0.040162924 0.039 8.61 E-04 2.18E-07 3.05 2.94E-06 0.047 1.35E-03 <br /> 52 15 -0.710 0.997635974 0.960047297 1 0.039952703 0.039 6.97E-04 1.77E-07 3.05 2.38E-06 0.046 1.11 E-03 <br /> 53 16 -0.810 0.998103915 0.960235878 1 0.039764122 0.039 5.52E-04 1.41 E-07 3.05 1.88E-06 0.046 8.87E-04 <br /> 54 17 -0.910 0.998518506 0.960402958 1 0.039597042 0.039 4.25E-04 1.09E-07 3.05 1.45E-06 0.046 6.93E-04 <br /> 55 18 -1.010 0.998880186 0.960548715 1 0.039451285 0.039 3.17E-04 8.16E-08 3.05 1.08E-06 0.046 5.24E-04 <br /> 56 19 -1.110 0.9991895 0.960673368 1 0.039326632 0.039 2.25E-04 5.82E-08 3.05 7.70E-07 0.046 3.79E-04 <br /> 57 20 -1.210 0.999447114 0.960777187 1 0.039222813 0.039 1.51 E-04 3.91 E-08 3.05 5.15E-07 0.046 2.59E-04 <br /> 58 21 -1.310 0.999653857 0.960860505 1 0.039139495 0.039 9.22E-05 2.39E-08 3.05 3.15E-07 0.045 1.62E-04 <br /> 59 22 -1.410 0.999810773 0.960923742 1 0.039076258 0.039 4.90E-05 1.27E-08 3.05 1.67E-07 0.045 8.86E-05 <br /> 60 23 -1.510 0.999919228 0.960967449 1 0.039032551 0.039 2.01 E-05 5.22E-09 3.05 6.85E-08 0.045 3.78E-05 <br /> 61 24 -1.610 0.999981158 0.960992407 1 0.039007593 0.039 4.36E-06 1.14E-09 3.05 1.49E-08 0.045 8.82E-06 <br /> 62 25 -1.710 1 0.961 1 0.039 0.039 0.00E+00 0.00E+00 3.05 0.00E+00 0.045 -1.16E-16 <br /> 63 <br /> 64 SUMMARY CALCULATIONS (common units) <br /> Maximum <br /> LNAPL <br /> velocity To (bo) U„X Do (bo) Ro <br /> 65 Average So (cm/s) (ft2/day) (ft2/yr) (gal/ft2) (gal/ft2) <br /> 66 Equation: 3.31 3.32 2.40 2.41 <br /> 67 0.040571398 6.95E-07 8.04E-03 2.78E-05 0.290 1.16E-02 <br />