Lew Rossman

@allenmlowe your loss coefficient adjustment based on area reduction is the same thing that a linear characteristic curve does. Therefore including it in the code before the curve is applied...

For consistency with other curve types the points should be entered in ascending order of the abscissa variable which is fraction open.

When the `saveinpfile()` function in `inpfile.c `opens "Anytown.inp" for writing any existing contents of the file are lost. When `saveauxdata()` looks for the `[VERTICES], [TAGS]`, etc. sections in "Anytown.inp" it...

@Mariosmsk I don't think just manipulating file names will help. You would have to copy the original input file to a temporary file, write the non-auxilary data in memory to...

Attached is source code for a v2.2 Toolkit extension that can model variable speed pumps to meet node pressure targets. It was tested on the example1 (aka net1) network with...

@shenh my posting was meant mainly to be a "proof of concept", showing how an alternative to the patented "Haestad Methods" procedure would work. If VSP's will actually be included...

This issue has been fixed in PR #624 for the` dev_tank_fix` branch. The results for tank demand in the example network now look as follows:  Some more testing is...

If you look more closely at the solution you will see that Pipe 289, connected to the closed Tank 2 Pipe 50, has a correct flow of 0 from the...

The same logic used to fix the empty-tank-still-draining issue in PR #624 was also applied to stop a full tank from filling. Unfortunately that caused a convergence problem for an...

The PR #624 for this issue has been updated and merged into `dev`. The fix is now performing as it should for both empty and full tanks.