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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-02 near TW-01 <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 0.574 0.999000905 0.921671298 0.999000905 0.078 0.078 0.00E+00 0.00E+00 0.00E+00 0.000 0.00E+00 <br /> 38 1 0.501 0.999089215 0.921700352 0.999377485 0.078094841 0.078 7.79E-06 1.03E-09 2.21 1.93E-08 0.064 7.83E-05 <br /> 39 2 0.429 0.999172993 0.921727915 0.999657949 0.07815955 0.078 2.89E-05 3.84E-09 2.21 7.17E-08 0.065 1.32E-04 <br /> 40 3 0.356 0.999252288 0.921754003 0.999848768 0.078196242 0.078 5.94E-05 7.88E-09 2.21 1.47E-07 0.065 1.62E-04 <br /> 41 4 0.284 0.99932715 0.921778632 0.999958252 0.078207632 0.078 9.40E-05 1.25E-08 2.21 2.33E-07 0.065 1.71 E-04 <br /> 42 5 0.211 0.999397633 0.921801821 0.999998412 0.078197656 0.078 1.24E-04 1.65E-08 2.21 3.08E-07 0.065 1.63E-04 <br /> 43 6 0.138 0.999463791 0.921823587 1 0.078176413 0.078 1.17E-04 1.56E-08 2.21 2.91 E-07 0.065 1.46E-04 <br /> 44 7 0.066 0.999525682 0.92184395 1 0.07815605 0.078 1.02E-04 1.36E-08 2.21 2.53E-07 0.065 1.29E-04 <br /> 45 8 -0.007 0.999583366 0.921862927 1 0.078137073 0.078 8.84E-05 1.17E-08 2.21 2.19E-07 0.065 1.13E-04 <br /> 46 9 -0.080 0.999636905 0.921880542 1 0.078119458 0.078 7.58E-05 1.01 E-08 2.21 1.88E-07 0.065 9.86E-05 <br /> 47 10 -0.152 0.999686365 0.921896814 1 0.078103186 0.078 6.43E-05 8.54E-09 2.21 1.59E-07 0.064 8.52E-05 <br /> 48 11 -0.225 0.999731814 0.921911767 1 0.078088233 0.078 5.40E-05 7.17E-09 2.21 1.34E-07 0.064 7.29E-05 <br /> 49 12 -0.297 0.999773326 0.921925424 1 0.078074576 0.078 4.47E-05 5.94E-09 2.21 1.11 E-07 0.064 6.16E-05 <br /> 50 13 -0.370 0.999810977 0.921937811 1 0.078062189 0.078 3.65E-05 4.85E-09 2.21 9.04E-08 0.064 5.13E-05 <br /> 51 14 -0.443 0.999844849 0.921948955 1 0.078051045 0.078 2.92E-05 3.89E-09 2.21 7.25E-08 0.064 4.21 E-05 <br /> 52 15 -0.515 0.999875028 0.921958884 1 0.078041116 0.078 2.30E-05 3.05E-09 2.21 5.69E-08 0.064 3.39E-05 <br /> 53 16 -0.588 0.999901608 0.921967629 1 0.078032371 0.078 1.76E-05 2.34E-09 2.21 4.36E-08 0.064 2.67E-05 <br /> 54 17 -0.661 0.999924689 0.921975223 1 0.078024777 0.078 1.30E-05 1.73E-09 2.21 3.23E-08 0.064 2.05E-05 <br /> 55 18 -0.733 0.999944381 0.921981701 1 0.078018299 0.078 9.28E-06 1.23E-09 2.21 2.30E-08 0.064 1.51 E-05 <br /> 56 19 -0.806 0.999960802 0.921987104 1 0.078012896 0.078 6.27E-06 8.34E-10 2.21 1.56E-08 0.064 1.06E-05 <br /> 57 20 -0.878 0.999974086 0.921991474 1 0.078008526 0.078 3.95E-06 5.25E-10 2.21 9.79E-09 0.064 7.04E-06 <br /> 58 21 -0.951 0.999984385 0.921994863 1 0.078005137 0.078 2.24E-06 2.98E-10 2.21 5.55E-09 0.064 4.24E-06 <br /> 59 22 -1.024 0.999991873 0.921997326 1 0.078002674 0.078 1.08E-06 1.43E-10 2.21 2.67E-09 0.064 2.21 E-06 <br /> 60 23 -1.096 0.999996762 0.921998935 1 0.078001065 0.078 3.85E-07 5.12E-11 2.21 9.55E-10 0.064 8.80E-07 <br /> 61 24 -1.169 0.999999329 0.921999779 1 0.078000221 0.078 6.62E-08 8.81 E-12 2.21 1.64E-10 0.064 1.82E-07 <br /> 62 25 -1.2421 11 0.9221 11 0.0781 0.0781 0.00E+00 O.00E+001 2.211 O.00E+001 0.0641 8.26E-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 0.078075816 1.65E-08 2.31 E-04 7.99E-07 0.396 3.99E-04 <br />