dickinsonre_Autodesk_Water

The SWMM list is missing the LID sections and Events, and there are a few characters missing from some of the SWMM section names SectionWords : array[0..54] of PChar =...

Great post @michaeltryby The system graphs in particular show so much about the functioning of the network. A graphical and/or statistical comparison of the inflow, outflow, flooding, runoff, DWF, GW,...

You should also worry about what happens when a manhole surcharges as it shifts to a new node solution when the depth in the node is above the ycrown of...

A quick answer and a better answer is to took at the EPA Hydraulics manual for SWMM5, Lew Rossman does a great job of presenting HOW the Surcharge solution is...

Thinking about this more there might be a simple flag that can be added to make the solution for storage or surcharged node transparent to the user. A key engine...

It is always better to use the existing code. You can automatically make a new orifice and/or weir in the engine to communicate flows. Key code from SWMM5 for the...

I will comment on this, Rudy, later in the week. It might take me all werk @RudyFrom3 due to just getting back to my normal work schedule after a long...

this might be accounted for in the rest of the swmm c code by the use of the fulldepth. I am saying that perhaps the equation generates a negative but...

The storage node maximum depth is needed for the functional form equation for a storage node. SWMM 5.1.013 also has a storage nodes surcharge depth that makes it behave more...

I agree with this, but do not forget there have been almost 1 1/2 decades of SWMM5 models (thanks Lew!) so any change for backward compatibility should be an optional...