Francesca, thanks for the quick response. Let me ask you a question. It sounds like that you are not recommending analysis of pressure lines and grinders upstream of the lift stations. Rather, I should just be placing the load at the wet well and focusing on downstream lines.
I think alot of...
I am modelling a grinder pressure system in SewerCAD and am running into some problems. The main issues seem to be:
1. When the lift station pumps are turned on (by wet well elevations) they run immediately at max discharge, they are either off or on full blast. Consequently, it seems that flow...
