Published online 20 November 2007
Published in Vadose Zone J 6:855-867 (2007)
DOI: 10.2136/vzj2006.0102
© 2007 Soil Science Society of America
677 S. Segoe Rd., Madison, WI 53711 USA
Elucidation of Flow and Transport Processes in a Variably Saturated System of Interlayered Sediment and Fractured Rock Using Tracer Tests
Catherine L. Dukea,*,
Robert C. Robackb,
Paul W. Reimusb,
Robert S. Bowmanc,
Travis L. McLingd,
Kristine E. Bakerd and
Larry C. Hulld
a Errol L. Montgomery & Associates, Inc., 1550 E. Prince Rd., Tucson, AZ 85719
b Earth and Environmental Science Division, MS J514, Los Alamos National Lab., Los Alamos, NM 87545
c Dep. Earth and Environmental Science, New Mexico Institute of Mining and Technology, 801 Leroy Pl., Socorro, NM 87801
d Geosciences, Idaho National Lab., P.O. Box 1625, Idaho Falls, ID 83415

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FIG. 1. Location of Vadose Zone Research Park (VZRP) and nearby facilities, the Radioactive Waste Management Complex (RWMC), Idaho Nuclear Technology and Engineering Center (INTEC), Test Reactor Area (TRA), and Central Facilities Area (CFA). Arrows in the inset indicate the direction of regional groundwater flow.
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FIG. 2. Map of infiltration ponds and associated near-field monitoring network at the Vadose Zone Research Park.
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FIG. 3. Schematic cross-section showing lithology and monitoring network along the line of section of the Vadose Zone Research Park shown in Fig. 2. Wells 202, 203(A), and 204 are projected into the line of section. Red symbols represent monitoring wells; blue symbols represent suction lysimeters.
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FIG. 4. Test 1 and test 2 breakthrough curves from wells and lysimeters (QL = analytical quantification limit).
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FIG. 5. Representative fits of test 1 and test 2 data from which flow velocity estimates were generated. See Table 3 for minimum and maximum transport distances used in these simulations.
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FIG. 6. Prediction of test 2 well 203(A) data using parameters from an inverse fit of test 2 well 199(A) breakthrough curve.
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FIG. 8. Results of CXTFIT simulations compared with test 2 well 212 breakthrough data (see text for conceptual model in each simulation); d = effective interbed thickness.
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Copyright © 2007 by the Soil Science Society of America.