Note: Flow Dividers in SWMM 5 Dynamic Routing
You can have flow dividers in SWMM 5 dynamic routing by using Storage Nodes for the dividers, OUTLET links for the downstream links and minimizing downstream HGL effects. The needed components are:
1. A Storage Node for the divider node as a OUTLET Link does not have a Surface Area,
2. Two or More OUTLET Links as the downstream diversion and cutoff links,
3. Two or More Rating Curves to divide the flow up based on either depth or head,
4. Pumps, Outfalls or Steep Sloped Links Downstream of the diversion and cutoff links to minimize downstream HGL effects
Autodesk Technologist with Information about Stormwater Management Model (SWMM) for watershed water quality, hydrology and hydraulics modelers (Note this blog is not associated with the EPA). You will find Blog Posts on the Subjects of SWMM5, ICM SWMM, ICM InfoWorks, InfoSWMM and InfoSewer.
Saturday, January 28, 2012
Flow Dividers in SWMM 5 Dynamic Routing
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