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Chloride Mass Balance

Cautions in Predicting Increased Recharge Rates

G. W. Geea,*, Z. F. Zhanga, S. W. Tylerb, W. H. Albrightb and M. J. Singletonc

a Pacific Northwest National Laboratory, Richland, WA
b University of Nevada and Desert Research Institute, Reno, NV
c Lawrence Berkeley Laboratory, Berkeley, CA



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Fig. 1. Schematic of the cross section of two deep lysimeters at a simulated waste burial ground at the USDOE Hanford Site near Richland, WA.

 


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Fig. 2. Cumulative drainage measured from the 7.6-m-deep south lysimeter, compared with simulated drainage under steady (Case 1) and variable drainage (Case 2) conditions. Measured values are shown as the solid line, Case 1 as crosses, and Case 2 as open circles.

 


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Fig. 3. Time course of the simulated Cl concentration at the south lysimeter. Case 1 (steady drainage) open box symbol, Case 2 (variable drainage) cross symbol.

 


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Fig. 4. Simulated Cl concentration profiles in March 1998 and September 2002 under steady (Case 1) and variable drainage (Case 2) conditions.

 





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