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Calculation Brief <br />Estimation of Percolation Through Development Rock Areas Using UNSAT-h <br />• <br />Table 2. Sensitivity analysis of selected input parameters <br />Simulation Site Precipitation (cm) Time Step <br />Control <br />Parameter <br />(DMAXBA) Initial Soil <br />Matric <br />Potential <br />(cm) Number of <br />Nodes Estimated <br />Percolation (cm) <br />1 Topaz 32.41 0.001 1.00E-07 28 0.027463 <br />2 West Sunday 32.41 0.001 1.00E-07 28 0.032824 <br />3 Topaz 50.47 0.001 1.00E-07 28 0.028401 <br />4 West Sunday 50.47 0.001 1.00E-07 28 0.033676 <br />5 Topaz 32.41 0.0001 1.00E-07 28 0.027463 <br />6 West Sunday 32.41 0.0001 1.00E-07 28 0.032825 <br />7 Topaz 50.47 0.0001 1.00E-07 28 0.028402 <br />8 West Sunday 50.47 0.0001 1.00E-07 28 0.033676 <br />9 West Sunday 50.47 0.0001 1.00E-05 28 0.033792 <br />10 West Sunday 50.47 0.0001 1.00E-03 28 0.033765 <br />11 West Sunday 50.47 0.0001 1.00E-05 111 0.026953 <br />12 West Sunday 50.47 0.0001 1.00E-07 111 0.026868 <br />6.0 Conclusions • <br />The UNSAT-h simulations suggest that significant percolation from the base of the <br />development rock stockpiles is unlikely. However, a small amount of percolation is <br />estimated for all simulations. The simulations further suggest that infiltration of <br />precipitation followed by upward evaporative flux of water stored within the <br />development rock areas are dominant mechanisms controlling the volume of <br />percolation through the development rock areas. Minor differences in the physical <br />characteristics of the development rock from West Sunday and Topaz mines as well <br />as the magnitude of annual precipitation are less important controls on the expected <br />volume of percolation. <br />The results of this simulation correspond to the input parameters including the <br />development rock physical and hydrologic parameters, and the available climate <br />data. Site-specific climate data are not available for the West Sunday and Topaz <br />mines, and differences between actual climate conditions at the site and the data <br />compiled from the Uravan and Montrose weather stations could result in variations in <br />percolation through the piles. In addition, inclusion of cobbles and boulders in <br />laboratory analyses of samples from West Sunday and Topaz mines may affect the <br />predicted percolation rates. However, available laboratory instruments do not <br />facilitate inclusion of these larger particle sizes. Unsaturated flow through mine waste <br />piles is controlled by the finer grained particles (Swanson et al. 2000). Therefore, <br />estimation of physical and hydrological characteristics of the development rock based <br />cm 6 • <br />TA64986-Denison Mines\Task Order 3 - DMO Sampling and Analysis Plan\Task 3.12 - Soil, Ore, Rock Data Assessment Repod\Unsat_h models\fnal models\Final Repor6calc bnef.doc