I am modeling a large, low-lying, flat watershed with 221junctions. This watershed has significant historical flooding problems, and these flooding problems are reflected in the SWMM model. Approximately 40 percent of the nodes are surcharged during the simulation.
I have experimented quite a bit with ISOL, SURTOL, ITMAX, KSUPER and several SWMM engines to obtain a reasonable continuity error. SURTOL is the most consistent and significant variable, but to "improve" continuity, I have to use a comparatively large SURTOL (when working with the 10-year SCS Type II storm).
I am observing the following relationship between SURTOL and continuity error:
SURTOL Cont. Error (%)
0.002 10.34
0.01 7.96
0.2 4.25
0.4 2.43
0.8 0.58
The flows and heads look reasonable (although I'm still trying to eliminate one very small surcharge flutter), so I'm wondering why the results appear to be improving as SURTOL is increased. Is this possibly an "over-constrained" solution scenario?
Thanks for any help.
John Paine
John_Paine@URSCORP.COM