Published online 8 October 2007
Published in Vadose Zone J 6:725-734 (2007)
DOI: 10.2136/vzj2006.0108
© 2007 Soil Science Society of America
677 S. Segoe Rd., Madison, WI 53711 USA
Intermediate-Scale Investigation of Nonaqueous-Phase Liquid Architecture on Partitioning Tracer Test Performance
Elena Moreno-Barberoa,d,*,
Yongcheol Kimb,
Satawat Saentonc and
Tissa H. Illangasekarea
a Center of Experimental Studies of Subsurface Environmental Processes (CESEP), Environmental Science and Engineering, Colorado School of Mines, Golden, CO 80401
b Korea Institute of Geoscience and Mineral Resources, 30 Gajeong-dong, Yuseong-gu Daejeon 305-350, South Korea
c Dep. of Geological Sciences, Faculty of Science, Chiang Mai Univ., 239 Huaykaew Rd., Tumbon Suthep, Amper Muang, Chiang Mai 50200, Thailand
d ARCADIS U.S., 630 Plaza Dr., Ste. 200, Highlands Ranch, CO 80129

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FIG. 1. Schematic of the flow cell. The permeability field is represented on the top; the locations of the sampling ports are specified on the bottom.
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FIG. 3. Final distribution of tetrachloroethene and saturation contours obtained from gamma attenuation.
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FIG. 4. Breakthrough curves collected in array A; the x axis represents time (minutes) and the y axis represents concentration (C/C0). DMP is 2,2-dimethyl-3-pentanol; HEX is n-hexanol; 6M2H is 6-methyl-2-heptanol; BR is NaBr.
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FIG. 5. Actual tetrachloroehtene (PCE) saturation (Sn; line) at depth z and PCE saturation calculations using moments (dots).
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FIG. 6. Reconceptualization of the source zone area for parameter estimation; S1 through S7 are value saturations in horizontal planes.
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FIG. 7. Comparison of the saturation distribution obtained from inverse modeling and actual data (center of layer is in centimeters).
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FIG. 8. Experimental (obs) and simulated (mod) breakthrough curves for 2,2-dimethyl-3-pentanol (DMP) and NaBr for Ports A16 and A17.
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FIG. 10. Comparison of saturation distribution between actual tetrachloroethene distribution and results from inverse modeling with the effective partition coefficient, Kpe.
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Copyright © 2007 by the Soil Science Society of America.