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hstepsize and nstepsize #149

@Hydrogeologist

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@Hydrogeologist

I’m using TimML to generate capture zones, and I’m seeing that the capture-zone shape changes noticeably when I modify hstepmax and nstepmax.

What is the recommended way to choose optimal values for these two parameters?
Should hstepmax be treated like a numerical tolerance (e.g., based on domain size), and should nstepmax simply be set large enough to avoid premature termination?

Any guidance or rule-of-thumb values would be appreciated.

Thank you!

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