Ok, since I can't model a reach as a reach (due to tailwater issues) and must model it as a pond, I have a question.
When describing this channel as a "culvert" what do I use as my entrance loss coefficient since my entrance is nothing more than a channel opening?
Thanks,
Hi,
I'm new to HydroCAD. In my model, I have reaches in series and after running the software, I get warnings for the downstream reaches exceeding the outlet of the upstream reaches. This makes sense because it is a large channel running with a depth of water. I don't understand why this is a...
please help!
does anyone know how to change the cross section vertical scale in civil design? i can do it in the "view/edit sections" but i need to change it in the "plot sections", my vertical is exagerated by 5 and i don't want that.
i appreciate any info.
thank,
nick
