Hi all,
I am modeling tracer transport under freeze-thaw processes in a small catchment.
Setup: Initial tracer load of 1,000 mol in the 0–30 cm streambed layer during the freezing phase.
The Problem: The concentration evolution is consistent during the early thaw, but explodes into unphysical values (dozens of orders of magnitude too high) during the late-thaw stage.
Comparison: Interestingly, running the exact same input files on a 2D grid produces reasonable results without any divergence.

Has anyone encountered similar issues where 3D simulations fail during the phase transition while 2D simulations remain stable?
Any suggestions are appreciated.
Thanks,
Chen
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Hi Bo,
Thank you very much for the insightful suggestion. I reviewed my input file, but I couldn't find a parameter explicitly named "liquid water content key" within my subsurface transport PK.
Could you please clarify if you were referring to the "saturation liquid key" ?
<Parameter name="saturation liquid key" type="string" value="saturation_liquid" />
If it is not the "saturation liquid key" , do I need to manually register and add a new "liquid water content key" to the transport PK to ensure it specifically uses the unfrozen/liquid water content for the transport calculations?
Best regards,
Chen
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Hi Neel,
Thanks for the clarification and the link! This is very helpful. I will try this setup in my simulation.
Best,
Chen