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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-06 near TW-02 <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: Silt <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 0.373 0.998804715 0.950588822 0.998804715 0.049 0.049 0.00E+00 0.00E+00 0.00E+00 0.000 0.00E+00 <br /> 38 1 0.326 0.998904099 0.95062301 0.999233097 0.049113175 0.049 9.33E-06 1.88E-09 1.44 1.50E-08 0.028 6.38E-05 <br /> 39 2 0.279 0.998998937 0.950655634 0.999562711 0.049193938 0.049 3.60E-05 7.24E-09 1.44 5.81 E-08 0.028 1.09E-04 <br /> 40 3 0.232 0.999089253 0.950686703 0.999796661 0.049243349 0.049 7.77E-05 1.56E-08 1.44 1.25E-07 0.028 1.37E-04 <br /> 41 4 0.184 0.999175067 0.950716223 0.999939226 0.049262871 0.049 1.31 E-04 2.62E-08 1.44 2.10E-07 0.028 1.48E-04 <br /> 42 5 0.137 0.999256405 0.950744203 0.999997172 0.049254824 0.049 1.87E-04 3.75E-08 1.44 3.02E-07 0.028 1.44E-04 <br /> 43 6 0.090 0.999333292 0.950770652 1 0.049229348 0.049 1.85E-04 3.72E-08 1.44 2.99E-07 0.028 1.29E-04 <br /> 44 7 0.043 0.999405754 0.950795579 1 0.049204421 0.049 1.64E-04 3.29E-08 1.44 2.65E-07 0.028 1.15E-04 <br /> 45 8 -0.005 0.999473819 0.950818994 1 0.049181006 0.049 1.44E-04 2.90E-08 1.44 2.32E-07 0.028 1.02E-04 <br /> 46 9 -0.052 0.999537519 0.950840906 1 0.049159094 0.049 1.26E-04 2.53E-08 1.44 2.03E-07 0.028 8.97E-05 <br /> 47 10 -0.099 0.999596884 0.950861328 1 0.049138672 0.049 1.09E-04 2.18E-08 1.44 1.75E-07 0.028 7.82E-05 <br /> 48 11 -0.146 0.999651949 0.95088027 1 0.04911973 0.049 9.29E-05 1.87E-08 1.44 1.50E-07 0.028 6.75E-05 <br /> 49 12 -0.193 0.99970275 0.950897746 1 0.049102254 0.049 7.86E-05 1.58E-08 1.44 1.27E-07 0.028 5.77E-05 <br /> 50 13 -0.241 0.999749327 0.950913769 1 0.049086231 0.049 6.56E-05 1.32E-08 1.44 1.06E-07 0.028 4.86E-05 <br /> 51 14 -0.288 0.999791722 0.950928352 1 0.049071648 0.049 5.39E-05 1.08E-08 1.44 8.69E-08 0.028 4.04E-05 <br /> 52 15 -0.335 0.999829979 0.950941513 1 0.049058487 0.049 4.34E-05 8.75E-09 1.44 7.00E-08 0.028 3.30E-05 <br /> 53 16 -0.382 0.99986415 0.950953268 1 0.049046732 0.049 3.42E-05 6.89E-09 1.44 5.52E-08 0.028 2.64E-05 <br /> 54 17 -0.430 0.999894288 0.950963635 1 0.049036365 0.049 2.62E-05 5.28E-09 1.44 4.23E-08 0.028 2.05E-05 <br /> 55 18 -0.477 0.999920454 0.950972636 1 0.049027364 0.049 1.94E-05 3.91 E-09 1.44 3.13E-08 0.028 1.54E-05 <br /> 56 19 -0.524 0.999942716 0.950980294 1 0.049019706 0.049 1.37E-05 2.76E-09 1.44 2.21 E-08 0.028 1.11 E-05 <br /> 57 20 -0.571 0.99996115 0.950986636 1 0.049013364 0.049 9.07E-06 1.83E-09 1.44 1.46E-08 0.028 7.54E-06 <br /> 58 21 -0.619 0.999975846 0.950991691 1 0.049008309 0.049 5.48E-06 1.10E-09 1.44 8.83E-09 0.028 4.69E-06 <br /> 59 22 -0.666 0.999986912 0.950995498 1 0.049004502 0.049 2.86E-06 5.76E-10 1.44 4.61 E-09 0.028 2.54E-06 <br /> 60 23 -0.713 0.999994482 0.950998102 1 0.049001898 0.049 1.14E-06 2.30E-10 1.44 1.84E-09 0.028 1.07E-06 <br /> 61 24 -0.760 0.999998739 0.950999566 1 0.049000434 0.049 2.39E-07 4.81 E-11 1.44 3.85E-10 0.028 2.45E-07 <br /> 62 25 -0.8071 11 0.9511 11 0.0491 0.0491 0.00E+00 O.00E+001 1.441 0.00E+00 0.028 -5.64E-17 <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 0.049099143 3.75E-08 2.42E-04 8.37E-07 0.170 3.57E-04 <br />