TUFLOW Version Backward Compatibility: Difference between revisions

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| May select slightly different cells along boundary/link lines. This may cause a difference where the line is along the top of levee, possibly creating a “hole” in embankment.
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| <font color="blue"><tt>Viscosity Formulation </tt></font> <font color="red"><tt>== Smagorinsky</tt></font><tt> Smagorinsky</tt> (previously Constant) and <font color="blue"><tt>Viscosity Coefficient </tt></font> <font color="red"><tt>== </tt></font><tt> 0.2</fonttt> (previously 1.0)
| Can have a significant effect where the viscosity term is influential. This occurs where the friction term is less dominant (i.e. low Manning’s n and/or deeper water such as the lower, tidal, reaches of rivers).
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| <font color="blue"><tt>Structure Losses </tt></font> <font color="red"><tt>== ADJUST</tt></font><tt> ADJUST</tt> (previously FIX)
| Can have a significant affect in the vicinity of structures within a 1D network and for culvert networks. Does not affect 1D structures linked to a 2D domain or at the structure ends not connected to another 1D channel.
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