Revision as of 15:11, 3 January 2023 view source Melissa.Moghanloo (talk \| contribs) Bureaucrats, Administrators 2,918 edits No edit summary ← Older edit		Revision as of 15:21, 3 January 2023 view source Melissa.Moghanloo (talk \| contribs) Bureaucrats, Administrators 2,918 edits No edit summary Newer edit →
Line 169: \| <font color="blue"><tt>Culvert Flow </tt></font> <font color="red"><tt>== </tt></font><tt> Method D</tt> (previously Method C) <font color="blue"><tt>Culvert Critical H/D </tt></font> <font color="red"><tt>== </tt></font><tt> OFF</tt> (previously <font color="blue"><tt>Culvert Critical H/D </tt></font> <font color="red"><tt>== </tt></font><tt> 1.5</tt>) \| The most significant influences are the selection of upstream or downstream controlled regimes depending on the H/D ratio, and the bug fix relating to Regime E if <font color="blue"><tt>Structure Losses </tt></font> <font color="red"><tt>== ~~ADJUST~~</tt></font><tt> ADJUST</tt>. Offers improved stability, better convergence for Regime C and smoother transitioning between some regimes. \|- \| Changed the setting of the default width (if eN1 < 0.001) of automatic weirs over R and C channels (i.e. RW and CW) to be the diameter/width multiplied by the number of culverts (previously, the width was not multiplied by the number of culverts).

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