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Handling of Dry and Partially Saturated Cells under NR solution #36

@askar-INTERA

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@askar-INTERA

I wonder how the latest version of Modpath-7 (the provisional version) handles the dry and partially saturated cells in a MF6 Newton Raphson solution.

The two attached figs (the dashed lines = cell bottom elevation, solid lines = cell head, and colors = different units/formations) represent two different cases/pathways of two particles moving from a contamination source at the surface (tailings) downward through some dry and partially saturated units.
As you can see in the upper fig, the particle dropped from the bottom of the tailings to the bottom of alluvium almost instantly because both were dry, I guess, correct? if yes, is that what we expect to physically happen in the site?
However, in the lower figure you can see that the particle was dropped from the bottom of alluvium to the water table in TRA almost instantly, meaning that the particle is not really affected by the dry part of the cell, correct?

For the upper case, I tried to calculate the time the particle should take to go through the cell thickness (reaching the bottom elevation of the alluvium) using the recorded flows in the cbb file with the equations posted in Modpath-7 docs, but I was not able to get the same value calculated by Modpath-7 (Maybe I am doing some wrong, not sure).

In summary my question is: how travel time was calculated for these cases? Using which velocity/flow components?

case_1
case_2

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