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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-10 near MW-08A <br /> 31 Infrastructure,environment,buildings Site Name: UP Tracy Maintenance Yard LNAPL Type: Diesel fuel <br /> 32 Site Location (City, ST): Tracy, CA 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 1.686 0.935401952 0.903489405 0.935401952 0.05 0.05 0.00E+00 0.00E+00 0.00E+00 0.000 0.00E+00 <br /> 381 1 1.473 0.939901307 0.906728941 0.955557344 0.061272347 0.05 5.54E-04 9.29E-08 6.50 4.03E-06 0.150 2.76E-02 <br /> 39 2 1.259 0.944288885 0.909887997 0.972702684 0.070457935 0.05 2.59E-03 3.78E-07 6.50 1.89E-05 0.172 5.01 E-02 <br /> 40 3 1.046 0.948558229 0.912961925 0.986174185 0.077083489 0.05 6.61 E-03 8.81 E-07 6.50 4.81 E-05 0.189 6.63E-02 <br /> 41 4 0.833 0.952702847 0.91594605 0.995359273 0.080712627 0.05 1.30E-02 1.65E-06 6.50 9.44E-05 0.198 7.52E-02 <br /> 42 5 0.620 0.956716229 0.918835685 0.999718332 0.080961514 0.05 2.19E-02 2.78E-06 6.50 1.60E-04 0.198 7.58E-02 <br /> 43 6 0.406 0.960591871 0.921626147 1 0.078373853 0.05 2.37E-02 3.10E-06 6.50 1.72E-04 0.192 6.95E-02 <br /> 44 7 0.193 0.964323285 0.924312765 1 0.075687235 0.05 2.11 E-02 2.87E-06 6.50 1.54E-04 0.185 6.29E-02 <br /> 45 8 -0.020 0.967904026 0.926890899 1 0.073109101 0.05 1.88E-02 2.64E-06 6.50 1.37E-04 0.179 5.66E-02 <br /> 46 9 -0.234 0.97132771 0.929355952 1 0.070644048 0.05 1.66E-02 2.41 E-06 6.50 1.21 E-04 0.173 5.05E-02 <br /> 47 10 -0.447 0.974588033 0.931703384 1 0.068296616 0.05 1.45E-02 2.18E-06 6.50 1.06E-04 0.167 4.48E-02 <br /> 48 11 -0.660 0.977678789 0.933928728 1 0.066071272 0.05 1.26E-02 1.96E-06 6.50 9.18E-05 0.162 3.93E-02 <br /> 49 12 -0.874 0.980593892 0.936027602 1 0.063972398 0.05 1.08E-02 1.74E-06 6.50 7.89E-05 0.157 3.42E-02 <br /> 50 13 -1.087 0.983327395 0.937995724 1 0.062004276 0.05 9.21 E-03 1.53E-06 6.50 6.71 E-05 0.152 2.94E-02 <br /> 51 14 -1.300 0.9858735 0.93982892 1 0.06017108 0.05 7.73E-03 1.32E-06 6.50 5.63E-05 0.147 2.49E-02 <br /> 52 15 -1.514 0.988226578 0.941523136 1 0.058476864 0.05 6.39E-03 1.12E-06 6.50 4.65E-05 0.143 2.08E-02 <br /> 53 16 -1.727 0.990381176 0.943074447 1 0.056925553 0.05 5.18E-03 9.36E-07 6.50 3.77E-05 0.139 1.70E-02 <br /> 54 17 -1.940 0.99233202 0.944479054 1 0.055520946 0.05 4.11 E-03 7.61 E-07 6.50 2.99E-05 0.136 1.35E-02 <br /> 55 18 -2.154 0.994074013 0.945733289 1 0.054266711 0.05 3.16E-03 5.99E-07 6.50 2.30E-05 0.133 1.04E-02 <br /> 56 19 -2.367 0.995602219 0.946833597 1 0.053166403 0.05 2.34E-03 4.53E-07 6.50 1.71 E-05 0.130 7.75E-03 <br /> 57 20 -2.580 0.996911823 0.947776513 1 0.052223487 0.05 1.65E-03 3.24E-07 6.50 1.20E-05 0.128 5.44E-03 <br /> 58 21 -2.793 0.997998066 0.948558607 1 0.051441393 0.05 1.07E-03 2.14E-07 6.50 7.81 E-06 0.126 3.53E-03 <br /> 59 22 -3.007 0.998856097 0.94917639 1 0.05082361 0.05 6.18E-04 1.25E-07 6.50 4.50E-06 0.124 2.02E-03 <br /> 60 23 -3.220 0.999480691 0.949626098 1 0.050373902 0.05 2.85E-04 5.82E-08 6.50 2.08E-06 0.123 9.15E-04 <br /> 61 24 -3.433 0.999865515 0.949903171 1 0.050096829 0.05 7.62E-05 1.56E-08 6.50 5.55E-07 0.123 2.37E-04 <br /> 62 25 -3.6471 11 0.951 11 0.051 0.051 0.00E+00 O.00E+001 6.501 O.00E+001 0.1221 0.00E+00 <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 0.06238975 3.10E-06 1.39E-01 4.79E-04 0.944 1.94E-01 <br />