I'm trying to model flow into and bypassing curb inlets/openings along a
roadway using SWMM (Build 5.0.006a). I am using divider nodes and
tabular data to split the flow between two links (into the inlet and
down the street). The problem is that it doesn't matter which of the two
downstream links I designate as the diverted link, the flow always
transfers in the same manner to the two links. In other words, switching
the "road" link with the "inlet" link produces the same results. The
input file updates correctly per the GUI modified parameter changes. Any
suggestions on this?

Thanks very much in advance!

--
Thomas S Blue PE PLS
Principal
BLUE: Land, Water, Infrastructure
tsblue@... www.blwi.com